Glendale City Council
September 9, 2025

CITY OF GLENDALE, CA
DESIGN REVIEW STAFF REPORT – HILLSIDE SINGLE FAMILY
February 13, 2025 906 Whitehaven Terrace
Hearing Date Address
Design Review Board (DRB) 5649-006-014
Review Type APN
PDR-004219-2024 Harry Akopian
Case Number Applicant
Eric Ji Michael Mazmanian
Case Planner Owner
Project Summary
To add an 1,865 square-foot (SF) two-story addition and change the architectural style of the existing 1,938 SF single-story single-family residence with an attached 3-car garage constructed in 1973 on a 11,770 SF interior lot in the R1R-III (Restricted Residential Zone, Floor Area District III).

Environmental Review
The project is exempt from CEQA review as a Class 3 “New Construction or Conversion of Small Structures” exemption pursuant to Section 15303 of the State CEQA Guidelines because the project involves a construction of one single-family residence.

Existing Property/Background
The project site is a 11,770 SF interior lot with frontage on Whitehaven Terrace. The site was previously graded with initial development of the site. It is predominantly flat, level with the street, but and slopes down at the southern one-third of the property. The site is developed with a 1,938 SF one-story single-family residence with an attached 3-car garage developed in 1973. The project site is accessed via an existing driveway along Whitehaven Terrace that is to be maintained.

Staff Recommendation
Approve with Conditions
________________________________________________________________________ Last Date Reviewed / Decision
First time submittal for final review.

Zone: RIR FAR District: III
Although this design review does not convey final zoning approval, the project has been EXHIBIT 3
2 reviewed for consistency with the applicable Codes and no inconsistencies have been identified.

Active/Pending Permits and Approvals
None.

Site Slope and Grading
Less than 50% current average slope and less than 1500 cubic yards of earth movement (cut and/or fill); no additional review required.

Neighborhood Survey

DESIGN ANALYSIS
________________________________________________________________________ Site Planning
Are the following items satisfactory and compatible with the project site and surrounding area?

Building Location
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Setbacks of buildings on site
☐ Prevailing setbacks on the street
☐ Building and decks follow topography
☐ Alteration of landform minimized

Yards and Usable Open Space
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Avoid altering landform to create flat yards
☐ Outdoor areas integrated into open space
Average of
Properties within 300
linear feet of subject
property
Range of Properties
within 300 linear feet
of subject property
Subject Property
Proposal
Lot size 13,822 9,492 SF – 26,100 SF 11,770 SF
Setback 20 15’ – 30’ 20’
House size 2,445 SF 1,938 SF – 3,918 SF 3,803 SF
Floor Area Ratio 18% 7% – 28% 32%
Number of stories
n/a 1 – 2
7 one-story homes
and 5 two-story
homes
2 EXHIBIT 3
3 ☐ Use of retaining walls minimized
☐ Provide landscaping to reduce visual impact of retaining walls ☐ Decorative material used for retaining walls to blend into landscape and/or complement the building design

Garage Location and Driveway
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Consistent with predominant pattern on street
☐ Compatible with primary structure
☐ Permeable paving material
☐ Decorative paving

Landscape Design
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Complementary to building design and surrounding site ☐ Maintains existing trees when possible
☐ Maximizes permeable surfaces
☐ Appropriately sized and located

Walls and Fences
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Appropriate style/color/material
☐ Perimeter walls treated at both sides
☐ Retaining walls minimized
☐ Appropriately sized and located
☐ Stormwater runoff minimized

Determination of Compatibility: Site Planning

The proposed site planning is appropriate, as modified by any proposed conditions, to the site and its surroundings for the following reasons:

• The design of the project takes the site’s topography into consideration by restricting the addition to the developed portion of the lot.
• Mechanical equipment and trash enclosure areas are screened behind the fence and gate on the eastern side yard of the residence.
• The new retaining walls will feature landscaping to minimize the visual impact of the retaining walls.
• The project plan proposes to extend the existing deck towards the rear which will be closer in line with the neighboring deck.

EXHIBIT 3
4 • The existing driveway will be replaced with a new decorative permeable paving in the same footprint and slope.
________________________________________________________________________ Massing and Scale
Are the following items satisfactory and compatible with the project site and surrounding area?

Building Relates to its Surrounding Context
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Appropriate proportions and transitions
☐ Impact of larger building minimized

Building Relates to Existing Topography
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Form and profile follow topography
☐ Alteration of existing land form minimized
☐ Retaining walls terrace with slope

Consistent Architectural Concept
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Concept governs massing and height

Scale and Proportion
☐ yes ☐ n/a ☒ no

If “no” select from below and explain:
☐ Scale and proportion fit context
☐ Articulation avoids overbearing forms
☐ Appropriate solid/void relationships
☐ Entry and major features well located
☐ Avoids sense of monumentality

The middle portion of the front façade containing the entry appears disproportionately large. A condition is recommended to redesign the front façade to reduce the perceived mass from the public street.

Roof Forms
☐ yes ☐ n/a ☒ no

If “no” select from below and explain:
☐ Roof reinforces design concept
☐ Configuration appropriate to context

EXHIBIT 3
5 The proposed addition creates a busy and disproportionate roof form. A condition is recommended to redesign the roof to provide variations that are proportionate for the residence.

Determination of Compatibility: Mass and Scale

The proposed massing and scale are appropriate, as modified by any proposed conditions, to the site and its surroundings for the following reasons:

• The neighborhood consists of both one and two-story residences. The immediate west adjacent neighbor’s two-story residence is compatible with the proposed two- story addition.
• The proposed design change from the existing Ranch style to contemporary farmhouse design features variations of roof forms and breaks in the facade to minimize the visual impact from the street.
• The building relates well with the existing topography because the dwelling will be located predominately on areas on the site previously graded with a flat pad. • The second story volume is stepped back from the street and towards the rear half of the existing home.
• The proposed two-story addition appears disproportionate and massive and features variations in the roof that are too busy and too high. A condition is recommended to redesign the roof plans to simplify its design, bring better proportions and reduce the mass and height of the house.

________________________________________________________________________ Design and Detailing
Are the following items satisfactory and compatible with the project site and surrounding area?

Overall Design and Detailing
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Consistent architectural concept
☐ Proportions appropriate to project and surrounding neighborhood ☐ Appropriate solid/void relationships

Entryway
☐ yes ☐ n/a ☒ no

If “no” select from below and explain:
☐ Well integrated into design
☒ Avoids sense of monumentality
☐ Design provides appropriate focal point
☐ Doors appropriate to design

The proposed plan features a monumental entry facing the street. A condition is recommended to redesign the entry to eliminate its monumental appearance.

EXHIBIT 3
6 Windows
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Appropriate to overall design
☐ Placement appropriate to style
☐ Recessed in wall, when appropriate

Privacy
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Consideration of views from “public” rooms and balconies/decks ☐ Avoid windows facing adjacent windows

Finish Materials and Color
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Textures and colors reinforce design
☐ High-quality, especially facing the street
☐ Respect articulation and façade hierarchy
☐ Wrap corners and terminate appropriately
☐ Natural colors appropriate to hillside area

Paving Materials
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Decorative material at entries/driveways
☐ Permeable paving when possible
☐ Material and color related to design

Lighting, Equipment, Trash, and Drainage
☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Light fixtures appropriately located/avoid spillover and over-lit facades ☐ Light fixture design appropriate to project
☐ Equipment screened and well located
☐ Trash storage out of public view
☐ Downspouts appropriately located
☐ Vents, utility connections integrated with design, avoid primary facades

Ancillary Structures
EXHIBIT 3
7 ☒ yes ☐ n/a ☐ no

If “no” select from below and explain:
☐ Design consistent with primary structure
☐ Design and materials of gates complement primary structure

Determination of Compatibility: Design and Detailing

The proposed design and detailing are appropriate, as modified by any proposed conditions, to the site and its surroundings for the following reasons:

• The project incorporates design details that are complementary to the contemporary farmhouse style of the single-family dwelling, such as limestone veneer, board and batten siding, and smooth stucco finish throughout the house. • The project proposes to utilize high-quality materials that reinforces the design of the home such as the aluminum clad wood windows, multi-width slate tile roof, stainless steel chimney cap, wooden door, ornamental wooden moldings, trims, corbels, and fascia, and lantern sconces.
• The new driveway will feature cobblestone paving and concrete paving with turf and limestone paving for the walkway to enhance the curb appeal of the property. • The proposed second-story balcony is set back from the rear yard to minimize privacy impacts on the neighboring property, which is situated at a lower elevation.

Additionally, the balcony extension will not significantly alter or enhance the existing view.
________________________________________________________________________

Recommendation / Draft Record of Decision
Based on the above analysis, staff recommends Approval with Conditions. This determination is based on the implementation of the following recommended conditions:

Conditions

1. Revise design of the second story volume to be more proportional and reduce the monumental entry.

2. Revise the design to reduce to variation of roof forms to be more proportional with the home.
________________________________________________________________________

Attachments

1. Reduced Plans

2. Photos of Existing Property

3. Location Map

4. Neighborhood Survey

EXHIBIT 3
TV
D
T
GFI
F
JB

GRID LINES

DESIGNATION (DRAWING OR DETAIL)

ELEVATION

SECTION

DETAIL CALLOUT

ROOM IDENTIFICATION
DOOR NUMBER / EXIST. DOOR DIM.

WINDOW NUMBER / EXIST. WINDOW DIM.

PLAN NOTES

MATERIAL NOTES

REVISION

POINT, DATUM POINT, WORK POINT

NORTH ARROW

SMOKE DETECTOR

CARBON MONOXIDE DETECTOR

DUPLEX ELECTRICAL OUTLET

GROUND FAULT CIRCUIT -INTERRUPTER

TELEVISION OUTLET

TELEPHONE OUTLET

CEILING MOUNTED LIGHT FIXTURE

RECESSED CEILING MOUNTED LIGHT

FIXTURE

RECESSED CEILING MOUNTED

FLUORESCENT LIGHT FIXTURE

INCANDESCENT WALL MOMUNTED LIGHT
FIXTURE 66" A.F.F. (BY OWNER)

JUNCTION BOX

FAN EXHAUST
WALL SWITCH @+48" A.F.F.

DIMMER SWITCH @+48" A.F.F.
1 1 View Name
1/8" = 1'-0"
A-101
1 1
A101
SIM
A101
1 SIM
Name
150 SF
1i 6' 8"
2' 8"
HEIGHT 1i 1' - 0"
1' - 0"
WIDTH
1 1
1 HEIGHT
WIDTH

PROPERTY LINE

SETBACK LINE

BREAK LINE

DIM DIMENSION LINE

BATT INSULATION

WOOD BLOCKING

PLYWOOD

WOOD, FINISH

METAL LATH & PLASTER

WOOD FRAMING

CONCRETE
STEEL

CONCRETE

LANDSCAPING

EXISTING WOOD

STUD WALL
NEW 2x WOOD

STUD WALL

EXISTING STRUCTURE

TO BE DEMOLISHED

GRADE OR EARTH
SITE
FH

ARCHITECT / ARCHITECTURAL TEAM
HAROUT AKOPIAN | C-37146 NAME/LIC.:
3786 LA CRESCENTA AVE. UNIT 201 GLENDALE, CA 91208 ADDRESS:
818 818 9636 PHONE:

[email protected] EMAIL:

STRUCTURAL ENGINEER OF RECORD
ARMEN MARTIROSSYAN NAME:
635 N. COLORADO BLVD. GLENDALE, CA 91204
ADDRESS:
818 434 1708 PHONE:

[email protected] EMAIL:

CLIENT
MR. MIKE MAZMANIAN NAME:
906 Whitehaven Terrace,
Glendale, CA 91207
ADDRESS:
818 434 3414 PHONE:

[email protected] EMAIL:

ARPA TECHNOLOGY GROUP

STATE/FEDERAL
• 2022 CALIFORNIA BUILDING VOL. 1/2
• 2022 CALIFORNIA RESIDENTIAL CODE
• 2022 CALIFORNIA PLUMBING CODE
• 2022 CALIFORNIA MECHANICAL CODE
• 2022 CALIFORNIA ELECTRICAL CODE
• 2022 CALIFORNIA ENERGY CODE
• 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
• 2022 CALIFORNIA FIRE CODE
LOCAL
• 2023 GLENDALE BUILDING CODE
• 2023 GLENDALE ZONING CODE
• 2023 GLENDALE BUILDING & SAFETY REACH CODE

DEMOLITION
• 1395 SF OF EXISTING ROOF
• WINDOWS AND DOORS PER PLANS
• INTERIOR WALLS PER PLANS
NEW
• EXISTING 1938 SF SINGLE FAMILY SINGLE STORY RESIDENCE W/ 3 BEDROOM AND 2

BATH(S)

1. 1764 SF ADDITION AT FIRST FLOOR AND NEW SECOND FLOOR A. 5 BEDROOMS AND 5 BATHS TOTAL
• INTERIOR RENOVATION AT FIRST FLOOR PER PLANS
ZONE

FRONT SETBACK PER ZONE // ACTUAL (FT)

SIDE SETBACK PER ZONE // ACTUAL (FT)

REAR SETBACK PER ZONE // ACTUAL (FT)
(N) BUILDING STORIES
MAX. BUILDING HEIGHT // (N) BLDG. HGT. (FT)
F.A.R. PER ZONE // ACTUAL (%)
LOT COVERAGE PER ZONE // ACTUAL (%)
LANDSCAPING PER ZONE // ACTUAL (%)
R1R III
15' // 15' - 4 1/2"
5' (PRE 1991) 10' // (E) 9' - 1", (N 2ND FLR) 13'
5' (PRE 1991) 10' // 44' - 2 1/2"
2 32' (35' FOR ROOFED AREA 3:12) // (N) 24' - 1"
.45(10,000)+ .1(1770) = 4677 MAX // 3803 /11770= 32%
.40 (11,770) = 4708 MAX // 3593 /11770 = 30%
.40 (11,770) = 4708 MIN // 5328 /11770 = 45%
PARKING REQ'D // PARKING PROPOSED 3 // 3
A.P.N.

TRACT
LOT
5649 -006 -014
21941
48 OCCUPANCY GROUP

LOT SIZE

LOT AREA (SF)
(E) FIRST FLOOR AREA (SF)
(E) GARAGE AREA (SF)

TYPE OF CONSTRUCTION

FIRE SPRINKLER (EXISTING / NEW)

YEAR BUILT

VHFSZ / WUI
R3 -U
107 X 110 (IRREGULAR)
11,770
1,938 (ASSESSOR)
471 (AS -BUILTS)
V-B
NO
1973
YES (CRC 337)
ZONING: AREA TABULATION BREAKDOWN

GROSS FIRST FLOOR AREA

COVERED PORCH/AWNING
GARAGE

EXISTING (SF) NEW (SF) EXEMPT (SF) TOTAL (SF)
1,938
232
471
5122
420
188
615
SEE L0.01
0 0
615
-
2459
188
-
SEE L0.01
(E) FRONT/REAR PORCH AREA 154 (FRONT) + 78 (REAR) = 232 (E) BUILDING HEIGHT 14' - 4"
(E) NUMBER OF STORIES 1

LANDSCAPE AREA
CLIMATE ZONE ZONE 9
GROSS SECOND FLOOR AREA 0 1344 0 1344
BALCONY 0 328 0 328
3097 3593 LOT COVERAGE - 3593
TOTAL FLOOR AREA 3803
(E) PARKING 3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
1/9/2025 2:46:21 PM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

COVER SHEET
G001
CA
HA
2024 -038
07/24/2024 PLANNING SUBMITTAL (DRAFT)
2 STORY SINGLE FAMILY RESIDENCE ADDITION
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207

ABBREVIATIONS SYMBOLS LEGEND MATERIAL SYMBOLS & LINEWORK SHEET INDEX BUILDING STATISTICS

APPLICABLE CODES

SCOPE OF WORK

VICINITY MAP

ZONING INFO

LEGAL DESCRIPTION PROJECT TEAM

ARCHITECTURAL
G001 COVER SHEET 01/09/25
G002 MATERIAL BOARD AND PERSPECTIVES 01/09/25
G003 GENERAL NOTES 01/09/25
G004 GENERAL NOTES 01/09/25
A050 EXISTING SITE PLAN 01/09/25
A060 EXISTING FLOOR PLAN 01/09/25
A070 DEMO FLOOR PLAN 01/09/25
A080 AREA CALCULATIONS 01/09/25
A100 SITE PLAN 01/09/25
A101 SITE SECTION 01/09/25
A102 FIRST FLOOR PLAN 01/09/25
A103 SECOND FLOOR PLAN 01/09/25
A104 ROOF PLAN 01/09/25
A201 EXTERIOR ELEVATIONS 01/09/25
A202 EXTERIOR ELEVATIONS 01/09/25
A300 BUILDING SECTIONS 01/09/25
A401 DOOR AND WINDOW SCHEDULES 01/09/25
A090 TEMPORARY FRAME PLAN 01/09/25
A091 TEMPORARY FRAME ELEVATIONS 01/09/25
L0.01 LANDSCAPE TITLE SHEET 01/09/25
L0.02 GENERAL NOTES 01/09/25
L1.00 CONSTRUCTION PLAN 01/09/25
L1.01 STAKING PLAN 01/09/25
L2.00 IRRIGATION PLAN 01/09/25
L2.10 IRRIGATION DETAILS 01/09/25
L2.11 IRRIGATION DETAILS 01/09/25
L3.00 PLANTING PLAN 01/09/25
L3.10 PLANTING NOTES & DETAILS 01/09/25
L4.00 LIGHTING PLAN 01/09/25
L5.00 WATER USE PLAN 01/09/25
A

AFF ABOVE FINISHED FLOOR

ACC ACCESSIBLE

ACT ACOUSTIC CEILING TILE

ADJ ADJACENT

AC AIR CONDITIONING

ALUM ALUMINUM
& AND

ARCH ARCHITECTURAL

AD AREA DRAIN
@ AT

ATTN ATTENTION
B

BSMNT BASEMENT

BM BEAM

BLW BELOW

BIT BITUMINOUS

BLK BLOCKING

BD BOARD

BO BOTTOM OF

BRK BRICK

BLDG BUILDING
C

CPT CARPET
CIP CAST-lN-PLACE

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CTR CENTER

CL CENTERLINE

CER CERAMIC

CT CERAMIC TILE

CH CHILLER

CO CLEANOUT

CLR CLEAR

CCTV CLOSED CIRCUIT TELEVISION

CW COLD WATER

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONT CONTINUOUS

CJ CONTROL JOINT

CORR CORRIDOR

CNTR COUNTER
D

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DEPT DEPARTMENT

DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DW DISHWASHER

DR DOOR

DO DOOR OPENING

DBL DOUBLE

DN DOWN

DS DOWNSPOUT

DRN DRAIN

DWG DRAWING
E

EA EACH

ES EACH SIDE
E EAST

ELEC ELECTRICAL

EP ELECTRICAL PANEL

EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EPDM ETHYLENE PROPYLENE DIENE M-CLASS
(E) EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR
F

FB FACE BRICK

FO FACE OF

FT FEET/FOOT

FIN FINISH

FF FINISH FLOOR ELEVATION

FA FIRE ALARM

FE FIRE EXTINGUISHER

FH FIRE HYDRANT

FR FIRE RESISTANT

FIXT FIXTURE

FLR FLOOR

FD FLOOR DRAIN

FTG FOOTING

FND FOUNDATION

FURN FURNITURE

FF&E FURNITURE, FIXTURES AND EQUIPMENT
G

GALV GALVANIZED

GSM GALVANIZED SHEET METAL

GV GAS VALVE

GA GAUGE

GC GENERAL CONTRACT(OR)

GL GLASS

GFRC GLASS FIBER REINFORCED CONCRETE

GRFG GLASS FIBER REINFORCED GYPSUM

GLAZ GLAZING

GYP GYPSUM

GWB GYPSUM WALL BOARD
H

HC HANDICAPPED

HTG HEATING

HVAC HEATING VENTILATION & AIR CONDITIONING

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HW HOT WATER

HWT HOT WATER TANK

HR HOUR
I

IN INCH/INCHES

INCL INCLUDED/INCLUDING

INFO INFORMATION

ID INSIDE DIAMETER

INSUL INSULATED OR INSULATION

INT INTERIOR

INV INVERT
J

JAN JANITOR

JST JOIST
K

KIT KITCHEN
L

LAM LAMINATE

LAV LAVATORY

LT LIGHT

LB POUNDS
M

MFR MANUFACTURER

MAS MASONRY

M MASTER

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MULL MULLION
N
(N) NEW

NC NOISE CRITERIA

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER
O

OFF OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OH OVERHEAD
P

P PAINT

PNT PAINT OR PAINTED

PNL PANEL

PTN PARTITION

PAV PAVING

PERF PERFORATED

PERP PERPENDICULAR

PLAS PLASTER

PLB PLUMBING

PLYWD PLYWOOD

PT POINT

PVC POLYVINYL CHLORIDE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PC PRECAST

PREFAB PREFABRICATED

PT PRESSURE TREATED

PL PROPERTY LINE
Q

QTY QUANTITY
R

RAD RADIUS

R RADIUS/RISER

RTD RATED

RTG RATING

REF REFERENCE

RCP REFLECTED CEILING PLAN

REF REFRIGERATOR

REINF REINFORCED

REQ REQUIRE/REQUIRED

RB RESILIENT BASE

RA RETURN AIR

REV REVISION/REVISED

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING
S

SCHED SCHEDULE

SAF SELF ADHERED FLASHING

SB SETBACK

SHT SHEET

SM SHEET METAL

SWR SHOWER

SIM SIMILAR

SC SOLID CORE

STC SOUND TRANSMISSION COEFFICIENT

S SOUTH

SPKR SPEAKER

SPEC SPECIFICATION

SPEC SPECIFIED OR SPECIFICATION

SH SPRINKLER HEAD

SF SQUARE FEET/FOOT

SS STAINLESS STEEL

STL STEEL

STOR STORAGE

SD STORM DRAIN

ST STRUCTURAL

SA SUPPLY AIR

SM SURFACE MOUNTED

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM
T

TEL TELEPHONE/TELECOM

TV TELEVISION

TEMP TEMPERED

THK THICKNESS

THRU THROUGH

T&G TONGUE AND GROOVE

T&B TOP AND BOTTOM

TO TOP OF

T TREAD

TYP TYPICAL
U

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED
V

VAR VARIES

VIF VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE
W

WC WATER CLOSET

WV WATER VALVE

WP WATERPROOF/WATERPROOFING

WRB WEATHER RESISTANT BARRIER

WS WEATHER-STRIPPING

WT WEIGHT
W WEST

WIN WINDOW

W/ WITH

W/O WITHOUT

WD WOOD
REV. NO. REVISION DATE

AHJ APPROVALS

DEFERRED SUBMITTALS

CONTRACTOR GENERAL NOTES
• MECHANICAL
• FIRE SPRINKLER
• ELECTRICAL
• PLUMBING
• SOLAR
• APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE OR OTHER CITY ORDINANCE OR STATE LAW. • THE CONTRACTOR MUST PROVIDE PUBLIC PROTECTION IN ACCORDANCE WITH CBC SECTION 3306.1 FOR WORK ON ANY BUILDING AND STRUCTURE ADJACENT TO THE PUBLIC WAY.

EXHIBIT 3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:13:51 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

MATERIAL BOARD AND

PERSPECTIVES
G002
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE

FRONT PERSPECTIVE REAR PERSPECTIVE

PERSPECTIVE
EAST

PERSPECTIVE
WEST
EXHIBIT 3

01. GENERAL NOTES:

0.1 THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS, AND MAJOR CONSTRUCTION ELEMENTS. AS

SUCH, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

0.2 WORK INDICATED ON THE DRAWINGS AS (N.I.C.) IS NOT IN THE CONTRACT. SUBSEQUENT

DRAWINGS AND SPECIFICATIONS WILL BE SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND SEPARATE BUILDING PERMITS. THE CONTRACTOR SHALL COORDINATE ALL THE TRADES OF HIS WORK DIRECTLY OR INDIRECTLY INVOLVED WITH APPROVED ADDITIONAL WORK.

0.3 ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE

BUILDING CODE AND WITH OTHER RULES REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE BUILDING. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND

IT SHALL BE THE RESPONSIBILITY OF ANY ONE SUPPLYING LABOR OR MATERIALS OR BOTH TO

INSTALL HIS WORK IN CONFORMANCE WITH THE CODE AND TO BRING TO THE ATTENTION OF THE

OWNER ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS.
*0.4 THE BUILDING DESIGN MEETS THE REQUIREMENTS OF TITLE 24.

0.5 ALL WORK PERFORMED BY THE CONTRACTOR/SUB -CONTRACTOR SHALL CONFORM TO THE

REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS.

0.6 WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR, ANY WORK OF A MORE STRINGENT

NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING

JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS SHALL BE FURNISHED IN ALL CASES.

0.7 ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

0.8 ALL DIMENSIONS SHALL BE CONSIDERED "NOMINAL" UNLESS NOTED OTHERWISE. NOTED DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE OF DRAWINGS. DO NOT "SCALE" DRAWINGS.

LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS.

0.9 ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE TO FACE OF FINISH, TYP, UNLESS NOTED OTHERWISE. DIMENSIONS TO EXT. WALLS ARE TO FACE OF STUD (F.O.S.). COLUMN DIMENSIONS ARE TO CENTERLINE OF COLUMN, TYP.

0.10 ANY DIMENSIONS, DETAILS, NOTES AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS UNLESS NOTED OTHERWISE.

0.11 ALL "ECUMENA DESIGN STUDIO" DRAWINGS AND ALL CONSTRUCTION NOTES ARE

COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.

0.12 THE GENERAL CONTRACTOR SHALL NOTIFY "ECUMENA DESIGN STUDIO" IMMEDIATELY OF ANY

DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION.

0.13 THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM

SPECIFIED IS INTENDED TO MEAN, UNLESS NOTED OTHERWISE, THAT WHICH SHALL BE FURNISHED AND INSTALLED, AND CONNECTED WHERE SO REQUIRED.

0.14 WHERE THE TERMS "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE" OR

THE OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGMENT OF THE "ECUMENA DESIGN STUDIO".

0.15 THE GENERAL CONTRACTOR SHALL SUPPLY CUT SHEET SPECIFICATIONS OF ALL FIXTURES AND EQUIPMENT CALLED FOR ON DRAWING, I.E. LIGHT FIXTURES, HARDWARE, ETC.

0.16 THE GENERAL CONTRACTOR SHALL HAVE TEN WORKING DAYS FROM AWARD OF THE

CONTRACT TO SUBMIT SUBSTITUTIONS OF SPECIFIED PRODUCTS OR WORK FOR REVIEW BY THE "ECUMENA DESIGN STUDIO". HE SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR SUBSTITUTION. THE "ECUMENA DESIGN STUDIO" SHALL RESPOND IN TEN WORKING DAYS TO SUBMITTAL. NO SUBSTITUTIONS SHALL BE ACCEPTED AFTER THE INITIAL TIME LIMIT HAS PASSED.

0.17 THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF

CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES.

0.18 THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUB -CONTRACTORS RECEIVE COMPLETE

SETS OF WORKING DRAWINGS OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUB - CONTRACTORS.

0.19 WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY

PROJECTED MOVE -IN DATE, CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR APPROVAL BY THIS OFFICE. AND CLIENT AS WELL AS TO PREPARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES.

0.20 THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS THE RESPONSIBILITY OF THE CONTRACTOR.

0.21 THE GENERAL CONTRACTOR UPON ACCEPTANCE AND APPROVAL OF THE DRAWINGS

ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE

WORK DESCRIBED IN THESE NOTES AND DRAWINGS, AND HE WILL BE EXPECTED TO COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE WRITTEN. *0.22 TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY CHAPTER 33 SECTION 3306 CBC. A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS IS REQUIRED FOR A PROTECTION FENCE OR CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE.

0.23 THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBILE FOR THE REMOVAL,

REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. HE SHALL REPLACE OR REPAIR AS

DIRECTED ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.

0.24 THE GENERAL CONTRACTOR, HIS SUB -CONTRACTOR AND ANY OTHER CONTRACTOR

INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL -

TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO INFERIOR WORKMANSHIP OR MATERIALS,

IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE.

0.25 CONTRACTOR SHALL IDENTIFY AND DESCRIBE PROTECTION MEASURES TO BE UTILIZED

DURING CONSTRUCTION TO PROTECT ADJOINING AREAS FROM NOISE, DUST, DIRT, FIRE HAZARDS AND OTHER POTENTIAL PROBLEMS CAUSED BY CONSTRUCTION.

0.26 THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL OVER JOB TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE.

0.27 STRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSEWORK MORE THAN 3 STORIES OR 36' IN HEIGHT, REQUIRES A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUE OF A BUILDING PERMIT.

0.28 THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE EXISTING BUILDING TO REMAIN

AND ANY ADJOINING PROPERTY OR WORK AND ANY DAMAGE TO SAME, CAUSED BY HIS WORK OR WORKMEN MUST BE MADE GOOD WITHOUT DELAY. PATCHING AND REPLACING OF DAMAGED WORK SHALL BE DONE BY THE GENERAL CONTRACTOR.

0.29 THE CONTRACTOR MUST PROVIDE TEMPORARY LIGHTING ON THE JOB SITE.

0.30 ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT

INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY.

0.31 DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED.

0.32 THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH

FROM HIS OWN AND OTHER SUBCONTRACTORS EMPLOYEES, INCLUDING THAT RUBBISH WHICH IS A BY -PRODUCT OF CARPET AND CABINET INSTALLATION, TELEPHONE COMPANY INSTALLATION, ETC.

AND PROVIDE FOR ITS REMOVAL FROM THE SITE.

0.33 AT THE END OF EACH DAY OF CONSTRUCTION OR FINISH WORK, EACH TRADE SHALL BE RESPONSIBLE FOR REMOVING ANY DEBRIS FROM THE SITE. THE JOB SITE SHALL BE CLEANED TO

THE SATISFACTION OF THE CLIENT AND THIS OFFICE UPON COMPLETION OF THE PROJECT BY THE CONTRACTOR.

0.34 NO COMBUSTIBLE RUBBISH DURING CONSTRUCTION SHALL BE STORED IN BUILDING. IT SHALL BE REMOVED DAILY.

0.35 THE GENERAL CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION

AND CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK.

0.36 CONTRACTOR SHALL CHECK AND VERIFY SIZE AND LOCATION OF DUCT OPENINGS AND PLUMBING RUNS WITH MECHANICAL CONTRACTOR BEFORE FORMING WALLS, FLOORS, etc... .

0.37 CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER

INSTALLATION OF MECHANICAL DUCTS, PLUMBING, ELECTRICAL AND FIRE SPRINKLER WORK, ACCESS PANELS TO BE APPROVED BY THE DESIGNER.

0.38 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING,

HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS REQUIRING THE SAME.

0.39 ALL EXISTING APPURTENANCES NOT BEING REMOVED SHALL BE REFURBISHED WHERE REQUIRED. ANY LOOSE ITEMS TIGHTENED (CEILING EXIT SIGNS, ETC.) AND ANY MISSING PARTS

REPLACED BY THE GENERAL CONTRACTOR TO ACHIEVE A FINISHED FIRST CLASS INSTALLATION AND APPEARANCE.

0.40 THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND FIXTURE CUTS TO THE "ECUMENA DESIGN STUDIO" FOR REVIEW. THE "ECUMENA DESIGN STUDIO" SHALL HAVE 40 WORKING HOURS (5 DAYS) SHOP DRAWING TURN -AROUND TIME FROM DATE OF RECEIPT. ALL SHOP DRAWINGS AND CUTS SIGNED "REVIEWED" SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS.

0.41 ALL FINISH CONTRACTORS TO FIELD VERIFY SIZE OF ROOMS AND WALLS PRIOR TO PLACING ORDERS.

0.42 THE GENERAL CONTRACTOR, SUB -CONTRACTOR AND TENANTS CONTRACTOR SHALL SUBMIT CERTIFICATES TO THE "ECUMENA DESIGN STUDIO" UPON COMPLETION OF WORK,

INCLUDING BUT NOT LIMITED TO THE FOLLOWING -
a) FIREPROOF WOOD TEST REPORT (IF REQUIRED)
b) ELECTRICAL, PLUMBING AND AIR CONDITIONING CERTIFICATES ISSUED BY:
-DEPARTMENT OF WATER SUPPLY, GAS AND ELECTRICITY
-BOARD OF FIRE UNDERWRITERS

2. EXITS & STAIRS:

2.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF

VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE

EXTERIOR OF THE DWELLING AT THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY.(R311.1)

2.2 EMERGENCY EGRESS. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY ESCAPE. THESE EMERGENCY ESCAPE WINDOWS

OR DOORS MUST PROVIDE A FULL CLEAR OPENING AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF SPECIAL TOOLS. ONE OPENABLE WINDOW WITH AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT., MINIMUM CLEAR 24" HEIGHT AND 20" WIDTH, AND A SILL HEIGHT NOT OVER 44" ABOVE THE FLOOR IS REQUIRED IN ALL BEDROOMS BELOW THE FOURTH STORY AND BASEMENT. (1030.2)

2.3 EXIT DOORS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6'8" IN HEIGHT.

2.4 ENTRY/EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1.5" BELOW THE THRESHOLD.

EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING. LANDING SHALL BE NOT MORE THAN 7.75" BELOW THE THRESHOLD. STORM AND SCREEN DOORS ARE PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDINGS. (R311.3.1)

2.5 ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS, INCLUDING LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH ARTIFICIAL LIGHTING LOCATED AT EACH LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH ARTIFICIAL LIGHTING LOCATED AT THE TOP LANDING OF THE STAIRWAY.

EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE SHALL BE PROVIDED WITH ARTIFICIAL LIGHTING AT THE BOTTOM LANDING OF THE STAIRWAY. (R303.7 CRC) EXCEPTION: A LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING PROVIDED A LIGHT SOURCE IS LOCATED OVER EACH STAIRWAY SECTION.

LIGHT ACTIVATION (R303.7 CRC): WHERE LIGHTING OUTLETS ARE INSTALLED IN INTERIOR

STAIRWAYS, THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROLLED LIGHTING OUTLETS WHERE THE STAIRWAY HAS SIX OR MORE RISERS. THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM THE INSIDE OF THE DWELLING UNIT.

EXCEPTION: LIGHTS THAT IS CONTINUOULY ILLUMINATED OR AUTOMATICALLY CONTROLLED.

2.6 LANDING AT A DOOR SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NO LESS THAN 36". (R311.3)

2.7 A LANDING SHALL BE PROVIDED AT THE TOP AND BOTTOM OF STAIRWAYS. (R311.7.6)

2.8 SPIRAL STAIRWAY SHALL NOT SERVE AS REQIRED EXIT FOR AN AREA EXCEEDING 400 SQ.FT.

3. CONSTRUCTION NOTES:

3.1 PROVIDE 2 COATS OF INDUSTRIAL GLOSS ENAMEL (INTERIOR/EXTERIOR) OVER PRIMER ON ALL

EXPOSED STRUCTURAL STEEL MEMBERS, STEEL SUPPORT STRUCTURAL RAILINGS PIPE CHANNELS AND BRACINGS.

3.2 ALL NON -CONCRETE SURFACES UNLESS NOTED OTHERWISE, TO BE PAINTED SHALL RECEIVE A MINIMUM OF THREE COATS OR TWO COATS ON PRIMER. CONCRETE TO BE ONE COAT OVER PRIMER.

3.3 FLOOR SURFACES SHALL BE SLIP RESISTANT MEETING THE REQUIREMENTS OF CALIFORNIA TITLE 24.

3.4 ALL UTILITIES ARE REQUIRED TO BE UNDERGROUND ON THIS SITE AND SHALL BE UNDERGROUND FROM PROPERTY LINE TO BUILDING.

3.5 SOILS REPORT AND COMPACTION REPORTS ARE TO BE SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO FOUNDATION INSPECTION.

3.6 THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A

PERSON IS REQUIRED TO DESCEND, UNLESS A PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.

3.7 TEMPORARY TOILET. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION.

3.8 WELDING SHALL BE DONE BY CITY BUILDING DEPARTMENT CERTIFIED WELDERS.

3.9 FOUNDATION. DEPTH OF FOOTINGS: MINIMUM OF 24" INTO NATURAL GRADE OR APPROVED COMPACTED FILL UNLESS SHOWN OTHERWISE ON THE DRAWINGS. SEE ALSO STRUCTURAL DRAWINGS AND SOIL REPORT.

3.10 PROVIDE MINIMUM 12" CLEARANCE UNDER FLOOR GIRDERS AND MINIMUM 18" CLEARANCE UNDER FLOOR JOISTS IN THE CRAWL SPACE AREA.

3.11 MUDSILLS. ALL WOOD IN CONTACT WITH CONCRETE AND WITHIN 48" OF GRADE SHALL BE EITHER FOUNDATION GRADE REDWOOD OR PRESSURE -TREATED DOUGLAS FIR.

3.12 ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER -RESISTIVE BARRIER TO

PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF.

3.13 ALL NOISE BARRIER BATTS (SOUND INSULATION) SHALL BE NON -COMBUSTIBLE.

3.14 WOOD/EARTH SEPARATION MINIMUM 8" CLEARANCE, EXCEPT SEPARATION BY CONCRETE MAY BE 2" MINIMUM.

3.15 STUD WALLS. TYPICAL WALLS SHALL BE FRAMED WITH 2x4 AT 16" o.c. EXCEPT WHERE NOTED OTHERWISE. CRIPPLES OR WALLS BEARING TWO STORIES ABOVE SHALL BE FRAMED WITH 2X6 OR 3X4 STUDS AT 16"O.C. EXCEPT WHERE NOTED OTHER - WISE AT EXTERIOR WALLS AND BEARING WALLS, STUDS SHALL NOT BE NOTCHED MORE THAN 25% OF WIDTH OF STUD; AT NON - BEARING PARTITIONS NOT MORE THAN 40% OF WIDTH OF STUDS. BORED HOLES MAX. DIAMETER 40% ANY STUD AND 60% NON - BEARING STUD. NO BORED HOLE CLOSER THAN 5/8" TO EDGE OF STUD.

3.16 DECORATIONS USED IN PUBLIC AREAS SHALL BE NON -COMBUSTIBLE OR FLAMEPROOFED IN AN APPROVED MANNER. TITLE 19, ARTICLE 42, M.C. 57.22

3.17 AN ATTIC ACCESS OPENING SHALL BE PROVIDED FOR ATTIC WITH A VERTICAL HEIGHT OF GREATER THAN 30 INCHES. THE OPENING SHALL BE LOCATED IN A CORRIDOR, HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. THE OPENING SHALL NOT BE LESS THAN 22 INCES BY 30 INCHES. 30 INCH MINIMUM CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING.

3.18 ROOF DRAINS DISCHARGING WATER WITHIN 25' OF A STREET PROPERTY LINE MUST BE CONDUCTED UNDER SIDEWALK. ALL ROOF DRAINAGE SHALL BE CONDUCTED TO THE STREET BY MEANS OF APPROVED NON -EROSIVE DEVICE.

3.19 OVERFLOW DRAINS AND SCUPPERS ROOFS ENCLOSED BY PARAPET WALLS SHALL BE PROVIDED WITH OVERFLOW SCUPPERS NOT LESS IN AREA THAN 3 TIMES THE SIZE OF THE ROOF DRAINS AND HAVING A MINIMUM OPENING HEIGHT OF 4 INCHES, THE BOTTOM OF THE SCUPPERS SHALL BE NOT MORE THAN 2" ABOVE THE ROOF POINT. ALL ROOF DRAINAGE SHALL CONFORM TO SEC. 1506 CBC

3.20 U OCCUPANCY GARAGE REQUIRES 1 -HOUR OCCUPANCY SEPARATION FROM R -3 OCCUPANCY.

5. LIGHTING/ELECTRICAL NOTES:

5.1 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTING FIXTURES AND ELECTRICAL WORK AS SHOWN OR IMPLIED ON ALL DRAWINGS AND NOTES.

5.2 THE CONTRACTOR SHALL COORDINATE HIS WORK WITH MANUFACTURER'S SPECIFICATIONS.

5.3 THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE

NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY AND ALL OTHER AUTHORITIES HAVING JURISDICTION.

5.4 ALL NEW MATERIALS REQUIRED SHALL CONFORM WITH THE STANDARDS OF THE UNDERWRITERS LABORATORIES, INC. IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR TYPE OF MATERIAL IN QUESTION, UNLESS OTHERWISE NOTED.

5.5 PROPOSALS SHALL BE BASED UPON FURNISHING AND INSTALLING NEW LIGHTING FIXTURES AND

REMOVING AND REINSTALLING EXISTING LIGHTING FIXTURES (INCLUDING NEW LAMPING) OF TYPES AND MANUFACTURER'S AS INDICATED ON THE "ECUMENA DESIGN STUDIO" REFLECTED CEILING PLANS.

5.6 THE GENERAL AND ELECTRICAL CONTRACTORS SHALL CHECK ALL CEILING HEIGHTS AND CEILING

PLENUM CONDITIONS FOR CLEARANCE OF DUCTWORK, LIGHTING AND OTHER OBSTRUCTIONS TO ASSURE THE FINISHED CEILING HEIGHT SHOWN ON THE "ECUMENA DESIGN STUDIO" DRAWINGS. ANY DISCREPANCY WILL BE BROUGHT TO THIS OFFICE ATTENTION PRIOR TO FINAL BIDDING.

5.7 ALL RECESSED FIXTURES SHALL BE SET FLUSH INTO CEILINGS, UNLESS OTHERWISE NOTED.

5.8 THE ELECTRICAL CONTRACTOR SHALL SUBMIT CUTS OF ALL FIXTURES AS DIRECTED.

5.9 THE ELECTRICAL CONTRACTOR SHALL COORDINATE ANY ELECTRICAL OR LIGHTING INSTALLATION INTO CABINETWORK WITH CABINET CONTRACTOR IF AND AS REQUIRED.

5.10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND ELECTRICAL SERVICE FOR ALL TRADES AS REQUIRED.

5.11 WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION, THEY SHALL BE INSTALLED IN GANG TYPE BOX UNDER ONE COVERPLATE.

5.12 ALL ELECTRICAL, TELEPHONE RECEPTACLES AND LIGHT FIXTURES SHALL BE LOCATED AS DIMENSIONED ON THE "ECUMENA DESIGN STUDIO" PLANS.

5.13 GROUND -FAUILT CIRCUIT -INTERRUPTER PROTECTION COMPLIES WITH NEC ART. 210 -8, WHICH READS AS FOLLOWS:

ALL 125 -VOLT, SINGLE -PHASE, 15 - AND 20 - AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS.

5.14 RECEPTACLE OUTLET LOCATIONS WILL COMPLY WITH NEC ART. 210 -52(a).

5.15 CENTER OF RECEPTACLE OUTLETS SHALL NOT BE LESS THAN 12 -INCHES ABOVE THE FLOOR OR WORKING AREA.

5.16 CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY THE

OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATION EQUIPMENT SHALL NOT BE LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR OR WORKING PLATFORM.

5.17 ALL NEW OUTLETS ON COLUMNS WILL BE CENTERED ON FACE SHOWN, UNLESS OTHERWISE NOTED.

5.18 NO "BACK -TO -BACK" OUTLETS ARE PERMITTED WITHIN A WALL. OUTLETS MUST BE STAGGERED IN LOCATION. DIMENSIONS GIVEN ARE TO FIRST SET OF OUTLETS ENCOUNTERED, STAGGER OPPOSITE OUTLET.

5.19 ALL FIRE PREVENTION AND ELECTRICAL WIRING IS TO BE PLACED IN CONDUIT.

5.20 FIRE RATED TEFLON PLENUM CABLES SHALL BE USED FOR TELEPHONE AND ANY LOW -VOLTAGE CIRCUITS NOT IN CONDUIT.

5.21 UNLESS OTHERWISE NOTED, ALL OUTLETS SIDE BY SIDE SHALL BE 6" FROM CENTER OF PLATE WITH POSITIONING DIMENSIONS CENTERED BETWEEN.

5.22 PROVIDE TELEPHONE OUTLETS (WHERE SHOWN ON "ELECTRICAL/ TELEPHONE PLAN") AND ALL NECESSARY CONDUIT RUNS TO TELEPHONE EQUIPMENT AS REQUIRED.

5.23 ALL ELECTRICAL AND TELEPHONE WIRING CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CEILING.

5.24 THE ELECTRICAL AND/OR GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL CHASES IN FLOORS, WALLS, AND CEILINGS, AS REQUIRED.

5.25 PROVIDE NEW BLANK COVER PLATES FOR EXISTING OUTLETS NOT BEING USED. COVER PLATES TO MATCH NEW RECEPTACLES, UNLESS OTHERWISE NOTED.

5.26 CONVENIENCE RECEPTACLES SHALL BE AS SPECIFIED BY ELECTRICAL ENGINEER, DUPLEX TYPE RATED 15 AMP., 125 V., GROUNDED, UNLESS NOTED OTHERWISE.

5.27 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER WIRING.

5.28 THE ELECTRICAL CONTRACTOR WILL COORDINATE HIS WORK WITH THE AIR CONDITIONING ENGINEER AND CONTRACTOR PRIOR TO EXECUTING HIS WORK.

5.29 AS IT RELATES TO THIS SET OF DOCUMENTS A DEDICATED CIRCUIT SHALL BE A SINGLE CIRCUIT WITH MULTIPLE OUTLETS DEDICATED TO A SPECIFIC EQUIPMENT USAGE.

5.30 THE POWER AND SIGNAL PLAN GOVERNS DEVICE LOCATIONS AND THE ELECTRICAL ENGINEER'S DRAWINGS GOVERN THE WIRING LAYOUT AND INSTALLATION. INSTALL IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY LOCAL AUTHORITIES. WHERE CONFLICTS OCCUR NOTIFY ARCHITECT FOR CLARIFICATION.

5.31 DEVICE LOCATIONS, ELECTRICAL, TELEPHONE/DATA OUTLETS, LIGHT SWITCHES ETC. SHALL BE "CHALKED AND LOCATED" FOR REVIEW BY THE ARCHITECT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.

6. H.V.A.C. NOTES:

6.1 REFER TO MECHANICAL AND ELECTRICAL CONTRACTOR'S DRAWINGS AND MANUFACTURER'S

TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, ETC., NOT SHOWN ON DRAWINGS.

6.2 CONTRACTOR SHALL COORDINATE ALL SLAB AND WALL OPENINGS REQUIRED BY MECHANICAL AND ELECTRICAL DRAWINGS.
*6.3 DUCT PENETRATIONS THROUGH PROTECTIVE ELEMENT OF FIRE RATED CORRIDOR WALLS SHALL BE PROTECTED WITH A FIRE DAMPER PER CBC STANDARD 43 -7 AND 43 -12.

6.4 ROOF DRAINS DISCHARGING WATER MUST BE CONDUCTED UNDER THE SIDEWALK OR APPROVED LOCATION.

6.5 MECHANICAL VENTILATION IN TOILET ROOM SHALL PROVIDE ONE (1) COMPLETE AIR CHANGE EVERY FIFTEEN (15) MINUTES AND SHALL BE VENTED TO OUTSIDE AIR.

6.6 THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES, FITTINGS AND ACCESSORIES TO THE "ECUMENA DESIGN STUDIO" FOR REVIEW AND APPROVAL.

6.7 AUTOMATIC FIRE DAMPERS SHALL BE PROVIDED WHEREVER DUCTS PENETRATE FIRE RATED SHAFT ENCLOSURE OR ANY OTHER WALLS OR CEILING THAT ARE REQUIRED TO BE FIRE RATED.

6.8 THE HVAC ENGINEER WILL PROVIDE NECESSARY ENGINEERING DRAWINGS TO REWORK ALL

EXISTING EQUIPMENT AND TO DETERMINE ALL NEW EQUIPMENT TO MEET THE ABOVE REQUIREMENTS.

6.9 SUBMIT SHOP DRAWINGS INDICATING ALL NEW WORK AND ALL EXISTING EQUIPMENT TO

REMAIN INCLUDING DIFFUSERS, THERMOSTATS AND ANY REQUIRED ACCESS PANELS, TO CITY SPACES, INC.. FOR REVIEW PRIOR TO PROCEEDING WITH FABRICATION AND/OR INSTALLATION OR RELOCATION.

6.10 THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL THEIR

WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATIONS AT COMPLETION OF THE JOB.

6.11 INSTALLATION SHALL BE COORDINATED WITH ALL TRADES AS REQUIRED FOR PROPER ASSEMBLY. CEILING DIFFUSERS TO BE RELOCATED TO MAINTAIN NEW FIXTURE PATTERNS.

6.12 ANY BUILDING SERVICE SHUT DOWNS REQUIRED FOR THIS WORK SHALL BE REQUIRED IN WRITING BY THE HVAC CONTRACTOR AT LEAST 72 HOURS IN ADVANCE THE SHUT DOWN. THE HVAC

CONTRACTOR SHALL OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION PRIOR TO SHUT DOWN. ANY SHUT DOWN AFFECTING THE NORMAL HVAC SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE ON OVERTIME.

6.13 BALANCING OF ENTIRE SYSTEM SHALL BE DONE BY A QUALIFIED ENGINEER. SUBMIT REPORT TO THE "ECUMENA DESIGN STUDIO".

6.14 ALL DUCT WORK SHALL BE INSULATED AS REQUIRED FOR THERMAL AND ACOUSTIC CONSIDERATIONS.

6.15 NO HVAC DUCT WORK OR RELATED EQUIPMENT IS TO BE HUNG FROM THE ROOF DECK.

EQUIPMENT SHALL BE SUSPENDED FROM STRUCTURAL MEMBERS OR SECONDARY FRAMING MEMBERS. MECHANICAL, ELECTRICAL AND PLUMBING SUB - CONTRACTORS SHALL COORDINATE THEIR WORK WITH EACH OTHER AND WITH THE BUILDING FRAMING.

6.16 ALL HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS WITH AN AREA NOT LESS THAN 1/8 OF THE FLOOR AREA OF SUCH ROOMS WITH A MINIMUM OF 10 SQ.FT.

6.17 IN BATHROOMS CONTAINING A BATHTUB OR SHOWER OR COMBINATION THEREOF, LAUNDRY

ROOMS, AND SIMILAR ROOMS, A MECHANICAL VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR MAY BE PROVIDED. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAS 3 FEET FROM ANY OPENING INTO THE BUILDING.

6.18 BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS SHALL

BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 1/20 OF THE FLOOR AREA OF SUCH ROOMS WITH A MINIMUM OF 1 1/2 SQ.FT.

6.19 MECHANICAL VENTILATING SYSTEM CAPABLE OF PROVIDING TWO AIR CHANGES PER HOUR MAY BE PROVIDED. 1/5 OF THE AIR SUPPLY SHALL BE TAKEN FROM THE OUTSIDE.

6.20 UNDER -FLOOR AREAS SHALL BE VENTILATED WITH OPENINGS HAVING A NET AREA OF NOT LESS THAN 1 SQ.FT. FOR EACH 150 SQ.FT. OF AREA, OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION. THE OPENINGS SHALL BE

APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES

AND SHALL BE COVERED WITH CORROSION -RESISTANT WIRE MESH WITH MESH OPENINGS OF MAXIMUM 1/4 INCH IN DIMENSION.

6.21 ATTIC AREA SHALL BE VENTILATED WITH OPENINGS HAVING A NET AREA OF NOT LESS THAN 1 SQ.FT. FOR EACH 150 SQ.FT. OF AREA. THE OPENINGS SHALL BE COVERED WITH CORROSION - RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4 INCH IN DIMENSION.

6.22 WATER HEATER LOCATION. NO WATER HEATER WHICH DEPENDS ON THE COMBUSTION OF A

FUEL FOR HEAT SHALL BE INSTALLED IN ANY ROOM USED OR DESIGNED TO BE USED FOR SLEEPING

PURPOSES, A BATHROOM, A CLOTHES CLOSET, OR IN ANY CONFINED SPACE OPENING INTO A BATHROOM OR SLEEPING ROOM.
*6.23 ANCHORAGE OF WATER HEATERS. ALL WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO PREVENT HORIZONTAL AND VERTICAL DISPLACEMENT DUE TO EARTHQUAKE.

WATER HEATER SHALL BE ADEQUATELY BRACED TO RESIST SEISMIC FORCES. PROVIDE TWO (2) STRAPS. ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK. CPC.

SECTION 510.5
*6.24 THE FAU CLOSET OR ALCOVE MUST BE 12 INCHES WIDER THAN THE FURNACE OR FURNACES BEING INSTALLED. CMC SECTION 304.7

6.25 A FUEL BURNING FURNACE (OR ANY FUEL BURNING EQUIPMENT) SHALL NOT BE INSTALLED IN

A CLOSET, BATHROOM OR A ROOM READILY USABLE AS A BEDROOM, OR IN A ROOM, COMPARTMENT OR ALCOVE OPENING.
*6.26 PASSAGEWAY TO THE ATTIC FURNACE SHALL BE UNOBSTRUCTED NOT LESS THAN 30" HIGH AND 30" WIDE AND HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES WIDE, NOT MORE THAN 20 FEET IN LENGTH THROUGH THE ATTIC. SECTION 307.3.2, CMC.

1. FIRE/LIFE SAFETY:
*1.1 PROVIDE AN APPROVED FIRE ALARM SYSTEM, WITH DESCRIPTION OF SEQUENCE OF OPERATION AND LISTED STATE FIRE MARSHAL APPROVED EQUIPMENT. *1.2 FIRE DEPARTMENT ACCESS, FIRE HYDRANTS, AND FIRE FLOW REQUIREMENTS ON THIS PROJECT SHALL BE REVIEWED BY THE HYDRANT UNIT, _______ CITY, _____________ ADDRESS, ____________ TEL.

1.3 SPRINKLER SYSTEM MUST BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION.

1.4 ALL INTERIOR WALLS AND CEILING FINISHES SHALL BARE THE FOLLOWING MAXIMUM FLAME SPREAD CLASSIFICATION FOR FINISH MATERIALS, AS REQUIRED BY CHAPTER 8 C.B.C.:
a) ENCLOSED VERTICAL - CLASS I
b) OTHER EXITWAYS - CLASS II
c) ROOMS OR AREAS - CLASS III

1.5 BUILDING NUMBER OR ADDRESS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. LOCATE AS DIRECTED BY THE FIRE INSPECTOR. NUMBERS SHALL BE 8" HELVETICA FOAM CORE PAINTED IN THE CONTRASTING COLOR.

1.6 DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH PLYWOOD, 3/8 INCH TYPE 2 -M PARTICLE BOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. PROVIDE A COMPLETE SEAL THE ENTIRE FULL HEIGHT OF THE SPACE. *1.7 ALL PENETRATIONS OF FIRE RATED WALLS SUCH AS FOR HVAC DUCTS, ELECTRICAL, PLUMBING, etc..., SHALL BE TREATED WITH A FIRE STOPS SEALANT MEETING THE PROVISION OF SEC. 709.6 OF THE C.B.C. HAVING F OR T RATINGS AS DE TERMINED BY TEST CONDUCTED IN ACCORDANCE WITH I.B.C. STANDARD NO.7 -1, STANDARD METHOD E 814 OF THE ASTM OR UL 1479.

ALL PRODUCTS USED SHALL HAVE I.C.B.O. NUMBER APPROVAL.

1.8 FIRE DEPARTMENT ACCESS ROADWAY TO COMPLY WITH F.P.B. POLICY A -85 -3, AND 10.207 U.F.C.

1.9 CURB MARKIGS. NO PARKING SIGNS AND PAINTED CURBS TO BE PROVIDED AS DIRECTED BY THE FIRE INSPECTOR.
*1.10 ROOF COVERING SHALL BE FIRE RETARDANT (CHAPTER 15 C.B.C.)

1.11 ROOF: USE CLASS "A" OR "B". WHERE UNDERLAYS ARE ATTACHED TO THE ROOF BY STRIP OR SPOT BONDING, A MINIMUM OF 1 LAYER 3/8" PLYWOOD; WHERE UNDERLAYS ARE ATTACHED TO THE ROOF BY NAILING AT POINTS NOT MORE THAN 12" APART IN ANY DIRECTION, A MINIMUM OF 1 LAYER 1" NOMINAL SHEATHING OR 1/2" PLYWOOD SURFACED WITH A FIRE -RETARDANT ROOFING OF 3 LAYERS 15# FELT BONDED TOGETHER WITH MINIMUM 40# BITUMNIOUS BONDING AGENT WITH 250# GRAVEL PER 100 S.F. UNLESS SPECIFIED OTHERWISE ON PLANS. SEE ALSO STRUCTURAL DRAWINGS AND REQUIREMENTS OF CHAPTER 16, C.B.C.

1.12 TOP OF CHIMNEY MUST EXTEND MINIMUM 24 INCHES ABOVE ANY ROOF WITHIN 10 FEET.

PROVIDE APPROVED SPARK ARRESTOR AS PER MANUFACTURER SPEC'S.

1.14 ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNA, GUY WIRES, SOLAR PANELS, RAZOR

RIBBON, FENCE, CABLE, OR OTHER OBSTRUCTIONS SHALL NOT PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF A FIRE.

1.15 SMOKE DETECTORS SHALL BE PROVIDED AS FOLLOWS:
a) IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE

FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM HALLWAY OR

AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY.
b) IN EXISTING CONSTRUCTION SMOKE DETECTORS MAY BE BATTERY OPERATED, INSTALLED IN LOCATION AS SPECIFIED.

4. SECURITY PROVISION NOTES:
- ALL OPENINGS NOTED WITH SYMBOL ARE SECURITY OPENINGS AND THE FOLLOWING NOTES SHALL APPLY:
- ALL OPENINGS IN AN EXTERIOR WALL AND LESS THAN 16 FT. ABOVE ANY ADJOINING GRADE

ACCESSIBLE TO THE PUBLIC OR OTHER TENANT, AND OPENINGS IN ENCLOSING PARTITIONS OF A

DWELLING UNIT, PRIVATE GARAGE, GUESTROOM OR SINGLE TENANT NON -RESIDENTIAL AREA ARE SECURITY OPENINGS.

4.1 ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE

OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. 6706.

4.2 SCREENS, BARRICADES OR FENCES MADE OF MATERIAL WHICH PRECLUDE HUMAN CLIMBING

SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8 FT. OF THE UTILITY POLE OR SIMILAR STRUCTURE. 6707

4.3 WOOD FLUSH -TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION. 6709.1. - DOOR STOPS OF IN -SWINGING DOORS SHALL BE ONE -PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. 6709.4

4.4 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES ARE NOT PERMITTED (R302.5.1).

4.5 DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES AND SELF -CLOSING AND SELF -LATCHING DEVICES, OR SOLID WOOD OR SOLID OR HONEYCOMB CORE STEEL NOT LESS THAN 1 3/8 INCHES THICK. (R302.5.1)

4.6 SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING

PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. 6710

4.7 SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO

CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SEC. 6717.1

4.8 METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN. 9/32 IN. DIAMETER HARDENED STEEL SHACKLE AND BOLTED,

HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERATED. 6711

2.9 STAIRS:
a) MAXIMUM RISER = 7" (7.75" -WITHIN INDIVIDUAL UNITS)
b) MINIMUM TREAD = 11" (10" -WITHIN INDIVIDUAL UNITS)
c) MINIMUM HEADROOM = 6'8"
d) HANDRAILS = 34" -38" HIGH

2.10 HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS THAN 1 1/2" INCHES NOR MORE THAN 2 INCHES IN CROSS SECTIONAL DIMENSION.

2.11 ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1 -HR FIRE RESISTIVE CONSTRUCTION ON ENCLOSED SIDE.

2.12 STAIRWAY LANDING:
a) LANDING DIMENSION IN THE DIRECTION OF TRAVEL MUST EQUAL THE WIDTH OF THE STAIRS.
b) SWINGING DOORS SHALL NOT REDUCE REQUIRED LANDING WIDTH TO LESS THAN ONE - HALF.
c) WHEN DOOR OPENS OVER LANDING THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN 5 FT.
d) MAXIMUM VERTICAL DISTANCE BETWEEN LANDINGS IS 12 FEET.

2.13 PROVIDE 42" GUARDRAIL. MAXIMUM CLEARANCE BETWEEN INTERMEDIATE RAIL IS 4".

2.14 PROVIDE 42" HIGH MINIMUM PROTECTIVE GUARDRAIL FOR DECKS, PORCHES, BALCONIES, LANDINGS AND RAISED FLOORS, WHEN MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW, AND OPEN SIDE(S) OF STAIR LANDING. OPENING BETWEEN BALUSTERS/ RAILS SHALL PRECLUDE PASSAGE OF 4 INCH DIAMETER SPHERE.

4.9 PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILLE -TYPE DOORS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL

CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 6712

4.10 GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED

POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2 INCHES. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2 INCHES IN THEIR GREATEST DIMENSIONS. 6713

4.11 LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLES WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. SUCH BARS OR GRILLES SHALL HAVE A PATTERN SUCH THAT NO LESS THAN ONE DIMENSION OF ANY OPENING SHALL BE 6 IN. OR LESS. 6715.3

4.12 SLIDING WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE

MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. 6715.1.

4.13 SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO

CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TEST SPECIFIED IN 6717.2

4.14 ANY RELEASE FOR METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES CONSTRUCTED TO

PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE CLOSEST OPENING THROUGH SUCH METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY DIMENSION. 6715.4

4.15 AL OTHER OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS OF NOT LESS THAN 6 IN. IN ONE DIMENSION. 6716

4.16 SINGLE SWINGING DOORS DEADBOLTS WITH HARDENED INSERTS TO BE SPECIFIED; DEADLOCKING LATCH WITH KEY -OPERATED LOCKS ON EXTERIOR; LOCKS MUST BE OPENABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT. 6709.2

5.32 TYPICAL HEIGHTS OF ELECTRICAL OUTLETS AND DEVICES ARE AS INDICATED:
a) LOCATE CENTERLINE OF THERMOSTATS, PULL BOXES AND CONTROL DEVICES AT +42" ABOVE FINISH FLOOR.
b) LOCATE SWITCHES/DIMMERS AT +42" ABOVE FINISHED FLOOR. GANG WITH OTHER OUTLETS WHERE ADJACENT. PROVIDE A SINGLE PIECE COVERPLATE WHERE SWITCHES/DIMMERS ARE GANGED TOGETHER.
c) LOCATE CENTERLINE OF ALL WALL MOUNTED ELECTRICAL, TELEPHONE AND DATA OUTLETS AT +15" ABOVE FINISH FLOOR IN VERTICAL POSITION, UNLESS NOTED OTHERWISE. d) ELECTRICAL, TELEPHONE, AND DATA OUTLETS MOUNTED AT A HEIGHT OF +30" ABOVE FINISH

FLOOR OR MORE, ARE TO BE INSTALLED HORIZONTALLY TO CENTERLINE OF DIMENSION INDICATED.

5.33 ALL EXPOSED ELECTRICAL DEVICES, I.E. SWITCHES, OUTLETS, WALL TELEPHONE MOUNTS, ETC. AND ALL COVERPLATES TO BE WHITE.
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CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:14:17 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

GENERAL NOTES
G003
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE
EXHIBIT 3

7. SAFETY GLAZING IN HAZARDOUS AREAS:

THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING SECTION 2406,
GLAZING IN:
a. SWING DOORS EXCEPT JALOUSIES.
b. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI - FOLD CLOSET DOOR ASSEMBLIES.
c. STORM DOORS.
d. UNFRAMED SWINGING DOORS.
e. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
f. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES (610 MM) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONS. g. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION). i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.84 RN) ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. iv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.
h. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE.

INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL IN -FILL PANELS. i. WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
i. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING.
ii. THE GLAZING IS WITHIN 60 INCHES (1525 MM) OF A SWIMMING POOL OR SPA WATER'S EDGE. j. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES

ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE(READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
k. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60

INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION ).

GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN

IMPACT LOADS OF
SECTION R308.3 (SEE EXCEPTIONS) (R308.4):
a. FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI -FOLD DOOR ASSEMBLIES. b. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR

WALKING
SURFACE.
c. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
iii. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. iv. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
v. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
vi. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING.

GLAZING IN GUARDS AND RAILINGS.
e. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE O F THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. f. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES,
MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATER ’S EDGE. g. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE

THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS

OF STAIRS
AND RAMPS.
h. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING (R304.2)
VERY HIGH HAZARD SEVERITY FIRE ZONE:

A. CLASS A ROOF COVERING IS REQUIRED FOR ALL BUILDINGS. WOOD SHAKES AND SHINGLES ARE NOT PERMITTED. (7207.4, 1505)
B. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019 -INCH (0.48 MM) (NO. 26 GALVANIZED SHEET GAGE) CORROSION -RESISTANT METAL INSTALLED OVER A MINIMUM 36 -INCH -WIDE (914MM) UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY (705A.3)
C. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER (705A.4)
D. (ROOF) (ATTIC)(EXTERIOR WALL) VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS

INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION -RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4 –INCH (6 MM) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE INSTALLED IN EAVES AND CORNICES (706A.1, 706A.2, 706A.3, 7207.3) E. EAVES AND SOFFITS SHALL MEET THE REQUIREMENTS OF SFM 12 -7A -3 OR SHALL BE

PROTECTED BY IGNITION -RESISTANT MATERIALS OR NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE (707A.5.5)
F. EXTERIOR WALLS SHALL BE APPROVED NONCOMBUSTIBLE OR IGNITION -RESISTANT MATERIAL,

HEAVY TIMBER, OR LOG WALL CONSTRUCTION OR SHALL PROVIDE PROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS IN ACCORDANCE WITH STANDARD SFM 12 -7A -1 (704A.3) G. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF FOUNDATION TO THE ROOF, AND TERMINATE AT 2 -INCH (50.8 MM) NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL

ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE (704A.3.1)
H. EXTERIOR WINDOWS, WINDOW WALLS, GLAZE DOORS, AND GLAZED OPENINGS WITHIN

EXTERIOR DOORS SHALL BE INSULATING - GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN
TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM 12 -7A -2 (708A.2.1)
I. EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12 -7A -1 OR SHALL BE APPROVED NONCOMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1 3/8 INCHES THICK WITH INTERIOR FIELD PANEL THICKNESS NO LESS THAN 1 ¼ INCHES THICK, OR SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E 2074. (EXCEPTION:

NONCOMBUSTIBLE OR EXTERIOR FIRE -RETARDANT TREATED WOOD VEHICLE ACCESS DOORS) (708A.3)
J. DECKING, SURFACES, STAIR TREADS, RISERS, AND LANDINGS OF DECKS, PORCHES, AND BALCONIES WHERE ANY PORTION OF SUCH SURFACE IS WITHIN 10 FEET (3048 MM) OF THE

PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER, NON COMBUSTIBLE OR OTHER APPROVED MATERIALS PER SEC.709A.3
K. THE UNDERSIDE OF CANTILEVERED AND OVERHANGING APPENDAGES AND FLOOR

PROJECTIONS SHALL MAINTAIN THE IGNITION - RESISTANT INTEGRITY OF EXTERIOR WALLS, OR THE PROJECTION SHALL BE ENCLOSED TO THE GRADE (707A.8)
L. BUILDINGS SHALL HAVE ALL UNDERFLOOR AREAS COMPLETELY ENCLOSED TO THE GRADE WITH CONSTRUCTION AS REQUIRED FOR EXTERIOR WALLS (707A.8, 7207.1) M. ALL UTILITIES, PIPES, FURNANCES, WATER HEATERS OR OTHER MECHANICAL DEVICES

LOCATED IN AN EXPOSED UNDER -FLOOR AREA OF A RESIDENTIAL BUILDING SHALL BE ENCLOSED WITH MATERIALS AS REQUIRED FOR 1 -HOUR FIRE -RESISTIVE CONSTRUCTION.(7207.2) N. THE SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS AND BE FIRE STOPPED PER 705A.2.

O. NO TRELLIS IS PERMITTED WITHIN 10 FEET OF THE PRIMARY STRUCTURE.

P. TRELLIS MORE THAN 10 FEET FROM THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER OR NON COMBUSTIBLE MATERIALS. MINIMUM OF 4 INCHES SPACING IS REQUIRED BETWEEN THE MEMBERS. (INFORMATION BULLETIN NO. P/BC 2008 -023).

8. MISCELLANEOUS NOTES:

8.1 SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN

STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. PROVIDE A METAL LABEL FOR GAS SHUTOFF VALVE, FOR ALL ASSEMBLY OCCUPANCIES.

8.2 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE -FOOT CLEAR AND UNOBSTRUCTED

ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK -UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES -WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

8.3 PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR.

8.4 DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1.

8.5 PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DEC AY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:14:32 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

GENERAL NOTES
G004
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE
EXHIBIT 3
N80°14'49"E 117.52'
N09°24'59"W 136.13'
N09°25'47"E
114.86'
(1096')
(1112')
(1110')
(1108')
(111
0')
(1112') (1108')
(1114')
(1094')
(E) WALKWAY
(E) LA

NDSCAPE
(E) CONC. SLAB
(E) DRIVEWAY
APRON
(E) NON -PROTECTED TREE
(E) STONE WALL
(E) LANDSCAPE
ROOFED
PATIO
78 SF
PROPERTY LINE N80°14'49"E 117.52'
(E) SIDEWALK
WHITEHAVEN TERR.
(E) DRIVEWAY
L= 45.20 R=35.00
D=073°59'46"
L= 33.69 R=35.00
D=073°59'46"
N80°35'01"E 11.67'
PROPERTY LINE N09°24'59"W 136.13'
PROPERTY LINE N09°25'47"E 114.86'
PRO

PERTY LI
NE
(E) POOL
(E) FIREPIT

BRICK PILLARS

ADJACENT

BUILDING
(E) LANDSCAPE
(E) LANDSCAPE
(E) NON -PROTECTED TREE

ADJACENT

BUILDING
W
E
G
W

COVERED
ENTRY
154 SF
(E) SINGLE FAMILY RESIDENCE
906 WHITEHAVEN TER.

SINGLE STORY TYPE V STRUCTURE
W/ 3 -CAR ATTACHED GARAGE
2e 3e 6e 9e
Ae
Be
Fe
Ge
He
21 0
84 16
1/8"=1' -0"
(E) SETBACK, V.I.F.
9' - 1 1/4"
3'-4" 7'-5" 34'-0" 13'-5"
58'-2"
10'-6" 22'-6" 25'-7"
58'-7"
F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.
(E) BUILDING PAD
6"

EXTENT OF EXISTING

BUILDING PAD
(E) FRONT SETBACK (V.I.F.)
32'-11"
(E) FRONT SETBACK (V.I.F.)
15'-9"
(E) DRIVEWAY DEPTH
28'-5 1/4"
(E) SIDE SETBACK (V.I.F.)
18'-7 3/4"
(E) REAR SETBACK (V.I.F.)
44'-4 1/2"
(E) CONC. SLAB
(E) CONC. SLAB
(E) CONC. FOOTPATH
(TYP)
= PROPERTY LINE
= NEW CONSTRUCTION (N)
= EXISTING STRUCTURE (E)
= NEW FIRST FLOOR AREA
3' - 0"
6' - 8"
3' - 0"
6' - 8"
= (E) WINDOW TAG
WIDTH
HEIGHT
= (E) DOOR TAG
WIDTH
HEIGHT
= SETBACK LINE
= EXISTING FLOOR AREA
= NEW SECOND FLOOR AREA
= VERIFY IN FIELD VIF
= PUBLIC UTILITY EASEMENT P.U.E.
= REINFORCED CONCRETE
PIPE
RCP
W = WATER METER
E = ELECTRICAL METER
G = GAS METER
= COVERED AREA
= ADJACENT PROPERTIES
= LANDSCAPE AREA
= NEW SECOND FLOOR WINDOWS
1/8" = 1'-0" 1 EXISTING SITE PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:14:55 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

EXISTING SITE PLAN
A050
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE

SITE PLAN LEGEND

SITE PLAN NOTES

1. THERE ARE NO OAKS, BAY, OR SYCAMORE TREES (PROTECTED TREES) ON THE SITE OR WITHIN 20 FEET OF THE SITE.

2. NO ROOFTOP EQUIPMENT SHALL BE PERMITTED IN THE ROS, R1R AND R1 ZONES

3. RETAINING WALLS, POOLS, SPAS, JACUZZIS, FENCES, AND PATIO COVERS REQUIRE A SEPARATE PERMIT.

4. APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION

SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET, ROAD, ALLEY, AND WALKWAYS GIVING ACCESS TO AND WITHIN THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH AND SHALL BE ILLUMINATED IN AN APPROVED MANNER (IF NUMBERS ARE ON THE EXTERIOR). NUMBER HEIGHT AND STROKE WIDTH SHALL BE INCREASED AS NEEDED FOR LEGIBILITY BASED ON VISIBILITY DISTANCE.

5. SHALL PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.

6. NO ROOFTOP EQUIPMENT SHALL BE VISIBLE FROM THE STREET. ANY NEW ROOFTOP EQUIPMENT SHALL BE SCREENED FROM VIEW.

7. THERE SHALL BE NO EXTENSIVE GRADING (CUT&FILL) BEYOND TYPICAL FOOTING EXCAVATION.

8. SEE TOPOGRAPHIC SURVEY ON SHEET A102 FOR FURTHER INFORMATION.

9. CONTRACTOR TO VERIFY IN FIELD ALL EXISTING DIMENSIONS AND IMMEDIATELY NOTIFY THE ARCHITECT OF RECORD OF ANY DISCREPANCIES.

EXHIBIT 3
21 0
84 16
1/8"=1' -0"
LIVING

BED LAUNDRY
3 CAR GARAGE
BED
BATH
CLOSET

PRIMARY BATH

PRIMARY BED
DINING

KITCHEN

HALLWAY
CLST
CLST
CLST
CLST
5'-0"
6'-8"
2'-10"
6'-8"
2'-10"
6'-8"
2'-10"
6'-8"
2'-10"
6'-8"
2'-10"
6'-8"
2'-10"
6'-8"
2'-10"
6'-8"
2'-10"
6'-8"
5'-8"
6'-8"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
4'-0"
6'-8"
7'-10"
6'-8"
7'-10"
6'-8"
7'-10"
6'-8"
5'-0"
6'-8"
5'-0"
2'-0"
4'-0"
1'-6"
6'-0"
4'-0"
2'-8"
6'-8"
15'-6"
7'-0"
7'-8"
7'-0"
4'-6"
6'-8"
1'-10"
6'-8"
5'-0"
5'-0"
8'-0"
4'-0"
1'-10"
6'-8"
5'-0"
6'-8"
5'-10"
6'-8"
(E) ELEC PANEL
(E) GAS METER
(E) FIREPLACE
2e 3e 6e 9e
Ae
Be
Fe
Ge
He
0' - 0"
-0' - 7"
-0' - 6"
-0' - 6"
-1' - 0"
58'-7"
10'-6" 22'-6" 25'-7"
58'-2"
3'-4" 7'-5" 34'-0" 13'-5"
NOTE: ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED BY LICENSED GENERAL CONTRACTOR

NOTIFY THIS OFFICE OF ANY DISCREPANCIES BETWEEN EXISTING FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS STUDY
24'-8"
19'-1 3/4"
1/4" = 1'-0" 1 EXISTING FLOOR PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:15:28 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

EXISTING FLOOR PLAN
A060
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE

EXISTING EAST ELEVATION

EXISTING SOUTH ELEVATION

EXISTING SOUTHWEST ELEVATION

EXISTING NORTH ELEVATION
EXHIBIT 3
A061
2 A061
1 A061
3 A061
4 2e 3e 6e 9e
Ae
Be
Fe
Ge
He
3" / 12"
3" / 12" 3" / 12"
3" / 12"
(E) RIDGE
(E) RIDGE
(E) VALLE

Y (E) VALLEY
(E) HIP
(E) HIP
(E) BUILDING OUTLINE BELOW
(E) CHIMNEY
2' - 9"
1' - 5 1/8"
1' - 8"
1' - 8"
0' - 8"
1' - 0"
ROOF EAVE TYP.
1' - 0"
1' - 0"
1' - 0"
58'-7"
10'-6" 22'-6" 25'-7"
3'-4" 7'-5" 34'-0" 13'-5"
21 0
84 16
1/8"=1' -0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:16:21 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

EXISTING ROOF PLAN
A063
Author
Designer
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE
1/4" = 1'-0" 1 EXISTING ROOF PLAN
EXHIBIT 3
2e 3e 6e 9e
Ae
Be
Fe
Ge
He
21 0
84 16
1/8"=1' -0"
(E) ELEC PANEL TO REMAIN
(PER SPOT CHECK BY GWP)
(E) GAS METER TO REMAIN
(E) FIREPLACE TO

BE DEMOLISHED
A080
7 A080
4 A080
6 A080
5 10' - 6" 22' - 6" 25' - 7"
3' - 4" 7' - 5" 34' - 0" 13' - 5"
F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.

F.O. FIN.
19' - 1"
24' - 8"
58'-7"
58'-2"
NOTE: GENERAL CONTRACTOR RESPONSIBLE FOR SHORING

EXISTING STRUCTURE IN PLACE DURING CONSTRUCTION
NOTE: ALL EXISTING WINDOWS TO BE REPLACED
NOTE: DUE TO THE EXTENT OF

DEMOLITION, BEARING CONDITIONS

SHALL BE EVALUATED AND SHORED

PROPERLY
NOTE: CHANGES IN CONCRETE

ELEVATION SHALL BE EVALUATED
ONCE FRAMING IS EXPOSED.

NOTE: BEARING LINE(S) SHALL BE

EVALUATED ONCE FRAMING IS
EXPOSED.
1/4" = 1'-0" 1 DEMOLITION PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:16:56 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

DEMO FLOOR PLAN
A070
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE
EXHIBIT 3
FD
FD
FD
573 SF
2358 SF
17 SF GARAGE

COVERED
AREA
171 SF

COVERED AREA

OPEN TO
BELOW
1331 SF
328 SF

BALCONY
806 SF
(E) ROOF
1668 SF
(E) ROOF TO BE

REPLACED
623 SF
(E) ROOF
(E) 1ST FLOOR 1
0' - 0"
Grade
-0' - 6"
K
154 SF
L
4 SF

TOTAL EXISTING
K
L
M
162 SF DEMOLISHED/ 527 SF TOTAL
31%
527 SF
X SF
X SF
5'-0"
10"
18'-2"
8' - 6"
28' - 1" 32' - 5"
8' - 11 1/2" 154 SF
4 SF
4 SF
M
4 SF
(E) 1ST FLOOR 1
0' - 0"
Grade
-0' - 6"
H
12 SF
I
12 SF
J
194 SF

TOTAL EXISTING
H
I
J
218 SF DEMOLISHED/ 601 SF TOTAL
36%
601 SF
12 SF
12 SF
194 SF
14' - 6 1/2" 20' - 3" 24' - 0 1/2"
3' - 0" 3' - 0" 10' - 0 1/4" 9' - 9 3/4"
8' - 7 1/4" 2' - 5 1/2"
4' - 0"
4' - 0"
(E) 1ST FLOOR 1
0' - 0"
Grade
-0' - 6"
C
96 SF
E
18 SF
F
33 SF

TOTAL EXISTING
C
D
E
F
153 SF DEMOLISHED/ 473 SF TOTAL
32%
473 SF 5'-0"
6'-8"
5'-0" 13'-1 1/2"
3'-6"
7'-3 3/4"
96 SF
6 SF
18 SF
33 SF
10" 7'-3 3/4"
10' - 5" 48' - 10"
8 1/4"
4'-3 3/4"
10" 2'-8"
D
6 SF
(E) 1ST FLOOR 1
0' - 0"
Grade
-0' - 6"
B
18 SF
601 SF TOTAL EXISTING
A
18 SF DEMOLISHED/ 601 SF TOTAL
3%
3'-0" 1'-0"
2'-9 1/4" 2'-2 3/4"
18 SF
58'-10"
8'-6"
7'-6 3/4" 6'-0 1/4"
615 SF

GARAGE AREA
2459 SF

LIVING AREA
3593 SF

LOT COVERAGE
1344 SF

LIVING AREA
328 SF
(N) BALCONY AREA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:17:31 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

AREA CALCULATIONS
A080
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE
1" = 10'-0" 1 (N) FIRST FLOOR AREA (NET)
1" = 10'-0" 2 (N) 2ND FLOOR AREA (NET)
(E) ROOF 1428 SF 46%
(E) ROOF TO BE REPLACED 1668 SF 54%
TOTAL ROOF AREA 3097 SF
1" = 10'-0" 3 (E) ROOF TO BE DEMO'D
1/8" = 1'-0" 4 EXISTING NORTH ELEVATION - DEMO
1/8" = 1'-0" 5 EXISTING WEST ELEVATION - DEMO
1/8" = 1'-0" 6 EXISTING SOUTH ELEVATION - DEMO
1/8" = 1'-0" 7 EXISTING EAST ELEVATION - DEMO
EAST
A
SOUTH
C
D
E
F
WEST
H
I
J
NORTH
K
L
M
TOTAL
18 18
153
96 6
18 33
216
12 12
194
162
154
4 4
551
AREA

DEMO (SF)
AREA

TOTAL (SF)
601
473
601
527
2202
%
DEMO
3%
32%
36%
31%
25%
(E) WALLS TO BE DEMOLISHED
(E) ROOF TO BE DEMOLISHED

TO REMAIN
1" = 10'-0" 8 (N) FIRST FLOOR - GROSS FLOOR AREA
1" = 10'-0" 9 (N) LOT COVERAGE
1" = 10'-0" 10 (N) SECOND FLOOR - GROSS FLOOR AREA
3097 ROOF + 2202 WALLS = 5299 SF TOTAL
551 DEMO WALL + 1668 DEMO ROOF = 2219 SF DEMO
2219/5299 = 41.8% DEMO

TOTAL AREA TO BE DEMOLISHED
EXHIBIT 3
24"
24"
(1110')
(1104')
(1106')
(1100')
(1096')
(1110')
(1112')
(1108')
(111
0')
(1112') (1108')
(1114')
(1118')
21 0
84 16
1/8"=1' -0"

ENTRY WALKWAY
(E) LA

NDSCAPE
(E) DRIVEWAY
APRON
(E) PLANTERS
PROPERTY LINE N80°14'49"E 117.52'
(E) SIDEWALK
WHITEHAVEN TERR.

L= 45.20 R=35.00
D=073°59'46"
L= 33.69 R=35.00
D=073°59'46"
N80°35'01"E 11.67'
PROPERTY LINE N09°24'59"W 136.13'
PROPERTY LINE N09°25'47"E 114.86'
PRO

PERTY LI
NE

BRICK PILLARS

ADJACENT

BUILDING

ADJACENT

BUILDING
W
E
G
W
1 2e 3e 6e 7 9e 4 85
Ae
Be
D
Fe
Ge
He
C
E

REAR SETBACK
10' - 0"

SIDE SETBACK
10' - 0"

FRONT SETBACK
15'-0"
(E) BLDG. SETBACK TO REMAIN
9'-1 1/4"
1 2
2 2
906 WHITEHAVEN TER.

PROPOSED 2 -STORY
ADDITION TO EXISTING 1938

SF SINGLE FAMILY HOME
3 4' - 10"
19' - 10" 4
5 6
(N) BLDG. REAR SETBACK
42' - 10 1/2"
78 11' - 9 1/2" 10' - 6" 2' - 2 1/2" 15' - 9 1/2" 4' - 6" 10' - 9" 10' - 11" 3' - 11" 1' - 6" 3' - 4" 7' - 5" 4' - 1" 8' - 4" 11' - 1 1/4" 10' - 5 3/4" 13' - 5" I
(N) BLDG. SETBACK
14' - 9"
2% MIN
SLOPE

LANDSCAPING
2447 S.F.

HILLSIDE TO REMAIN UNDISTURBED

LANDSCAPING
934 S.F.

LANDSCAPING

LANDSCAPING
87 S.F.

LANDSCAPING
575 S.F.

LANDSCAPING
200 S.F.

LANDSCAPING
358 S.F.

LANDSCAPING
506 S.F.

TRASH ENCLOSURE
/POOL EQUIPEMTN
200 S.F.

LANDSCAPING
174 S.F.
2% MIN
SLOPE
2% MIN
SLOPE CONC. LANDING
6"

DECK EXTENSION
6'-2"

SETBACK TO EDGE OF (N) DECK
21'-6 1/2"
22'-3 1/2"
(N) 2ND FLR BDLG. SETBACK
10'-1 1/4"

SIDE SETBACK
10'-0"
(N) BBQ
AREA
21'-8 1/4"
28'-5 1/4"
1 A101

SEE L SHEETS FOR LANDSCAPE DESIGN
(N) RETAINING WALL

SEE LANDSCAPE DWG'S FOR FENCE
AND RET. WALL INFORMATION
9 10
11 12
2'-11"
(E) RET. WALL

REFER TO LANDSCAPE

DWG'S FOR GATE/FENCE

INFORMATION
2 A101

SEE L SHEETS FOR LANDSCAPE DESIGN
= PROPERTY LINE
= NEW CONSTRUCTION (N)
= EXISTING STRUCTURE (E)
= NEW FIRST FLOOR AREA
3' - 0"
6' - 8"
3' - 0"
6' - 8"
= (E) WINDOW TAG
WIDTH
HEIGHT
= (E) DOOR TAG
WIDTH
HEIGHT
= SETBACK LINE
= EXISTING FLOOR AREA
= NEW SECOND FLOOR AREA
= VERIFY IN FIELD VIF
= PUBLIC UTILITY EASEMENT P.U.E.
= REINFORCED CONCRETE PIPE RCP
W = WATER METER
E = ELECTRICAL METER
G = GAS METER
= COVERED AREA
= ADJACENT PROPERTIES
= LANDSCAPE AREA
= NEW SECOND FLOOR WINDOWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
1/9/2025 2:51:07 PM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

SITE PLAN
A100
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
1/8" = 1'-0" 1 PROPOSED SITE PLAN
REV. NO. REVISION DATE

SITE PLAN NOTES

1. THERE ARE NO OAKS, BAY, OR SYCAMORE TREES (PROTECTED TREES) ON THE SITE OR WITHIN 20 FEET OF THE SITE.

2. NO ROOFTOP EQUIPMENT SHALL BE PERMITTED IN THE ROS, R1R AND R1 ZONES

3. RETAINING WALLS, POOLS, SPAS, JACUZZIS, FENCES, AND PATIO COVERS REQUIRE A SEPARATE PERMIT.

4. APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION

SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET, ROAD, ALLEY, AND WALKWAYS GIVING ACCESS TO AND WITHIN THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH AND SHALL BE ILLUMINATED IN AN APPROVD MANNER (IF NUMBERS ARE ON THE EXTERIOR). NUMBER HEIGHT AND STROKE WIDTH SHALL BE INCREASED AS NEEDED FOR LEGIBILITY BASED ON VISIBILITY DISTANCE.

5. SHALL PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET.

6. NO ROOFTOP EQUIPMENT SHALL BE VISIBLE FROM THE STREET. ANY NEW ROOFTOP EQUIPMENT SHALL BE SCREENED FROM VIEW.

7. THERE SHALL BE NO EXTENSIVE GRADING (CUT&FILL) BEYOND TYPICAL FOOTING EXCAVATION.

8. SEE TOPOGRAPHIC SURVEY ON SHEET A102 FOR FURTHER INFORMATION.

9. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND VERIFY WITH ARCHITECT BEFORE

PROCEEDING

CUT FILL CALCULATION
FILL
EX. POOL: 237 SF x 4'6 AVG. DEPTH = 1066 FT 3 = + 39.4 CU YD.

DECK EXTENSION: 6 SF x 88' = 528 FT 3 = 10.9 CU YD.

CUT
NEW POOL: 324 SF x 4' AVG. DEPTH = 1296 FT 3 = 48 CU YD.

CUT/FILL BALANCING

19.5 cu yd. + 39.4 cu yd. - 48 cu yd. = 10.9 cu. yd. OVERALL FILL

SITE PLAN LEGEND

SITE PLAN KEYNOTES

NOTE NUMBER NOTE TEXT
1 573 SF 3 CAR GARAGE (TO BE RENOVATED)
2 (E) NON-PROTECTED TREES
3 BUILDING OVERHANG/AWNING 146 SF
4 1ST FLOOR ADDITION 312 SF
5 2ND FLOOR ADDITION 1381 SF
6 EDGE OF EXISTING BUILDING PAD
7 ENTRY COVERED AREA 14 SF
8 1ST FLOOR ADDITION 20 SF
9 (N) POOL LOCATION 370 SF (UNDER SEPARATE PERMIT)
10 (N) SPA LOCATION 47 SF (UNDER SEPARATE PERMIT)
11 (N) FIREPIT
12 (E) POOL TO DEMOLISHED
EXHIBIT 3
Grade
-0' - 6"
(N) 2ND FLOOR
10' - 0"
(N) T.O. ROOF
23' - 0"
(E) 1ST FLOOR 2
0' - 6"
5'-9"

PROPERTY LINE PROPERTY LINE

COMPACTED FILL AS REQ'D

FOR PLANTING ONLY

EXISTING GRADE (NO

CHANGE)

BEDROCK PER SOILS
REPORT
(N) POOL OUTLINE
(E) SLAB EDGE
3'-7"
DAYLIGHT DIS.
16'-7 1/2"
2 A101
3'-8" EL +1114.15'
EL +1117.82' T.O. (N) GUARDRAIL
T.O. (E) CONC. PAD
13'-0 3/4"

PROPERTY LINE

PROPERTY LINE
8 1/4"
EL. + 1114.15' T.O. (E) CONC. PAD
11'-7"
10'-0"
EL. + 1117.82' T.O. GUARDRAIL
8 1
2'-6" MIN, 3'-7" MAX
VARIES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
1/9/2025 2:54:46 PM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

SITE SECTION
A101
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE
1/8" = 1'-0" 1 SITE SECTION
1/8" = 1'-0" 2 REAR RETAINING WALL ELEVATION
21 0
84 16
1/8"=1' -0"
NOTE

NUMBER NOTE TEXT
1 1 5/8" THICK LIMESTONE VENEER BY "CREATIVE MINES" IN "CRAFT ORCHARD LIMESTONE - WILDFLOWER" FINISH
2 ALUMINUM-CLAD WOOD WINDOWS BY "JELD-WEN". EXTERIOR CLAD COLOR IN "CHESTNUT BRONZE" WITH DOUBLE PANE GLASS AND FULL SURROUND WOOD GRILLES.
2a WOODEN CUSTOM ENTRY DOOR WITH SIDELITE AND TRANSO M TO MATCH

WINDOW FINISH
3 BOARD AND BATTEN "HARDIE PANEL" BY "JAMES-HARDIE" IN SMOOTH FINISH.

PRIME AND PAINT "DUNN EDWARDS" "WARM WHITE DEW-380"
4 ENGINEERED POLYMER SYNTHETIC SLATE SHINGLE ROOF BY "DA VINCI" IN MULTI-WIDTH, COLOR "SLATE BLACK"
5 7/8"THK. MATCHING APPLIED EXTERIOR STUCCO BY "LA H ABRA" - 20/30 CEMENT FLOAT FINISH. CONTRACTOR TO PREP STUCCO FOR PAINT APPLICATION. PAINT "DUNN EDWARDS" "MILK GLASS DEW 358"
6 ORNAMENTAL WOODEN MOULDINGS, TRIMS, CORBELS, FASCI A, ETC., COLOR BY DUNN EDWARDS ESPRESSO MACCHIATO DET680, SEE DETAILS FOR

DIMENSIONAL SPECIFICATIONS
7 CHESHIRE TALL 3/4 WALL LANTERN BY "CHAPAMN & MYERS " CHO2607

EXTERIOR WALL SCONCE
8 ALUMINUM GLASS PANEL GUARD RAIL BY "PEAK PRODUCTS" MODEL TYPE "PEAK MOUNTAINVIEW GLASS RAILING" IN BLACK
9 CORROSION RESISTANT WEEP SCREED BENEATH STUCCO, MI NIMUM 4" ABOVE EARTH AND 2" ABOVE PAVED AREA
10 4" GUTTER 24GA ALUMINUM DOWN SPOUT, COLOR TO MATC H TRIM ELEMENTS 11 TRAFFIC COATING WATERPROOFING AT BALCONIES, OUTDO OR DECKS BY "DEX-O-TEX", MODEL LINE "DEX-FLEX" COLOR TO MATCH INETRIOR FLOOR FINISH
12 INSULATED SECTIONAL OVERHEAD GARAGE DOOR BY "Wayn e-Dalton" MODEL "8680"
13 CUSTOM MATTE BLACK STAINLESS STEEL CHIMNEY CAP WI TH CALIFORNIA

EXTERIOR FINISH SCHEDULE
EXHIBIT 3
D
GFI

GFI GFI

GFI GFI

GFI GFI GFI

GFI GFI
GFI
GFI
GFI
JB
JB JB
JB
DRYER VENT SIZE:
4" DIA. W/(2) 90 DEGREE BENDS: 14' -0" MAX.
5" DIA. W/(2) 90 DEGREE BENDS: 19' -0" MAX.
6" DIA. W/(2) 90 DEGREE BENDS: 23' -0" MAX.

NOTE: 100 SQ. INCHES OF MAKE -UP AIR
REQUIRED AT LAUNDRY ROOM.

W.C. MINIMUM CLEAR SPACE PER CPC 407.6
2' - 0" MIN.
1' - 3" MIN.
2' - 6" MIN.
2 1
10 ADD BLOCKING FOR WALL MOUNTED RAILING
PROVIDE "PLI -DECK" WATERPROOFING MEMBRANE AT ALL DECKS AND BALCONIES ICC ESR -2097, LA R.R. #25375 OVER EXTERIOR GRADE PLYWOOD SHEATHING 3 DIRECT -VENT GAS FIRPLACE BY "SUPERIOR FIREPLACES ICBO ER #5159 OR APPROVED EQ., PROVIDE NON -COMBUSTABLE HEARTH MATERIAL.
4 SHOWER MIN CLEAR SPACE 30" DIAMETER AND MIN. AREA 1,024 SQ IN. PER CPC 408.6 5

EXISTING CONSTRUCTION

NEW CONSTRUCTION

EXISTING WALLS TO REMAIN

EXISTING WALLS TO REMOVE
NEW 2x AT 16" o.c. WOOD STUD WALL, U.N.O.
1 HR FIRE RATED WALL
WINDOW TAG & WINDOW TYPE MARK #
DOOR TAG & DOOR TYPE MARK #
WALL SWITCH AT 48" A.F.F.

DIMMER WALL SWITCH AT 48" A.F.F.

DUPLEX ELECTRICAL OUTLET

GROUND FAULT CIRCUIT -INTERRUPTER

CEILING MOUNTED INCANDESENT LTG FIXTURE

RECESSED CEILING MOUNTED FUORESCENT LIGHT FIXTURE

WALL MOUNTED OUTDOOR LIGHT FIXTURE
SMOKE DETECTOR SEE NOTE #6
CARBON MONOXIDE DETECTOR SEE NOTE #7
FAN EXHAUST MINIMUM 50 CFM EXHAUSTING (100CFM IN
KITCHEN_), "ENERGY STAR" COMPLIANT, CONTROLLED BY

HUMIDISTAT

JUNCTION BOX

FLOOR DRAIN

INVERTER FOR FUTURE SOLAR PANEL AT ROOF LEVEL

MAIN ELECTRIC SERVICE PANEL

KEYNOTE
1i
1i
S.D.
(E)
(N)
C.O.

F
FD
INV
ELEC
1 RAISED FLOOR OVER

SLAB ON GRADE
JB

1. PROVIDE ULTRA LOW FLUSH WATER CLOSET FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.

2. MINIMUM 72" HGT. NON -ABSORBENT WALL (TILE) REQUIRED ADJACENT TO SHOWER AND APPROVED SHATTER -RESISTANT MATERIALS SHALL BE PROVIDED FOR SHOWER ENCLOSURE.

3. ALL NEW WINDOWS SHALL BE DOUBLE PANE UNLESS OTHERWISE NOTED.

4. PROVIDE FIBER GLASS BATT INSULATION IN NEW AREAS AS PER TTL -24 ENERGY COMPLIANCE CALC'S.

5. INSTALL GFCI OUTLETS IN NEW BATHROOMS, KITCHEN.

6. SMOKE DETECTORS SHALL BE PROVIDED AS FOLLOWS:
a. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE

FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK -UP AND LOW BATTERY SIGNAL. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM, HALLWAY AND AREA

GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLING WITH

MORE THAN ONE STORY
b. IN EXISTING CONSTRUCTION SMOKE DETECTORS MAY BE BATTERY OPERATED, INSTALLED IN LOCATIONS AS SPECIFIED ABOVE.

7. CARBON MONOXIDE DETECTOR. INSTALL CARBON MONOXIDE DETECTOR IN THE LIVING SPACE NEAR THE BEDROOM. DETECTORS ARE REQUIRED IN DWELLINGS WHERE FUEL BURNING APPLIANCES ARE INSTALLED. CARBON MONOXIDE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING ELECTRICAL AND HAVE A BATTERY BACKUP. CARBON MONOXIDE DETECTORS SHALL COMPLY WITH UL2034 AND/OR NFPA 720. CO DETECTORS
DETECTORS SHALL COMPLY WITH UL2034 AND/OR NFPA 720. CO DETECTORS SHALL BE INSTALLED A MINIMUM OF FIVE (5) FEET ABOVE FINISH GRADE. CA RESIDENTIAL CODE 2011 CHAPTER 3 SEC. 315

8. WATER HEATER MUST BE SEISMIC STRAPPED TO WALL IN TWO PLACES. ONE, IN THE UPPER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4 INCHES ABOVE THE CONTROLS.

A T&T VALVE PIPE TO THE EXTERIOR. A MINIMUM 50 SQ. INCHES VENT. IN THE TOP & BOTTOM OF THE W/H COMPARTMENT.

9. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3).

10. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING

MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4).

11. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2).

12. ALL NEWLY INSTALLED PLUMBING FIXTURES SHALL COMPLY WITH TABLE 4.303.2

13. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT -CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1)

14. PROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBECUE. ” (L.A.M.C. 57.20.25 )

15. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. (SHOW THESE DIMENSIONS ON A FOUNDATION DETAIL DRAWING) (SECTION 2512.1.2) A201
1 A201
2 W.C.

LAV.

S.D.

C.O.
8% GLAZING AREA SF: 20 > 17.3 SF MIN.
5% VENTILATION AREA SF: 20 > 10.8 SF MIN.

TILE WD
ELEC.

RANGE

DBL SINK
REF.
1 A300
2 A300
1 1 2e 3e 6e 7 9e 4 85
Ae
Be
D
Fe
Ge
He
C
E
573 SF
GARAGE
80 SF
BATH
37 SF
CLOSET
216 SF
BED
222 SF
BED
11'-9 1/2" 10'-6" 2'-2 1/2" 15'-9 1/2" 4'-6" 10'-9" 10'-11" 3'-11" 3'-4" 7'-5" 4'-1" 8'-4" 11'-1 1/4" 10'-5 3/4" 13'-5"
298 SF
DINING
467 SF
LIVING
272 SF
ENTRY
287 SF

KITCHEN
42 SF
PANTRY
78 SF

LAUNDRY
45 SF
CLOSET
62 SF
POWDER
61 SF
HALL
3'-6"
A202
1 A202
2 7'-9" 12'-0" 3'-10"
21 0
84 16 1/4"=1'-0"
8% GLAZING AREA SF: 53.33 > 17.4 SF MIN.
5% VENTILATION AREA SF: 36.66 > 10.9 SF MIN.
2'-6" 3'-5 1/4" 5'-0" 3'-5" 4'-1 1/4" 1'-1"
106
108 107
105
106
118
116
113
114
115
111
110
117
112
104
101
103
101 102
105
110
108
103
104
102
W.C. LAV.

S.D.

S.D.
1 TILE WD
0' - 0"
-0' - 6" 0' - 0"
-1' - 0"
16R@7 1/8"
17T@11"
9'-3" 10'-0" 13'-9 3/4" 7'-7 3/4" 1'-8 1/4" 4'-3 3/4" 6'-6" 4'-0 1/4" 3'-6 3/4" 4'-8" 4'-11" 8'-9 1/4" 3'-10 1/2" 6'-9 1/2"
3'-3 3/4" 5'-0" 3'-3 3/4" 2'-8" 2'-11" 2'-11" 2'-8" 5'-10 1/2" 2'-6 1/4" 1'-6"
6'-0 1/4"
2'-3" 9'-7 1/4" 4'-4 1/2"
ALIGN
3'-7 3/4" 2'-2" 1'-8 1/2" 5'-3 3/4"
2'-11"
6 1/2"
6"
3'-7 1/2"
ALIGN
3'-5 3/4"
1'-8 1/4" 2'-1" 1'-9" 6'-1 1/2" 3'-7" 7'-8 3/4" 1'-9"
ALIGN
ALIGN
ALIGN
1'-8"
1' - 4"
TUB
ALIGN
ALIGN
HOOD
D.W.

EQ EQ
2'-0"
120

BAR SINK
3'-6"
EQ EQ
(N) CONC. SLAB

ADDED TO LEVEL
FLOOR
(N) CONC. SLAB ADDED

TO LEVEL FLOOR
(N) CONC. SLAB ADDED
ALIGN
(N) GAS FIREPLACE
10 2
D
W
4 4'-0"
ALIGN
6"
109
9'-4"
23'-3"
24'-8"
A091
1 1
A101
EQ EQ
111
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:19:56 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

FIRST FLOOR PLAN
A102
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)

FLOOR PLAN NOTES

SYMBOLS LEGEND

PLAN KEYNOTES LEGEND
1/4" = 1'-0" 1 PROPOSED FIRST FLOOR
REV. NO. REVISION DATE
EXHIBIT 3
D
GFI

GFI GFI
FD
FD
FD
JB
JB
JB
JB
JB
JB

EXISTING CONSTRUCTION

NEW CONSTRUCTION

EXISTING WALLS TO REMAIN

EXISTING WALLS TO REMOVE
NEW 2x AT 16" o.c. WOOD STUD WALL, U.N.O.
1 HR FIRE RATED WALL
WINDOW TAG & WINDOW TYPE MARK #
DOOR TAG & DOOR TYPE MARK #
WALL SWITCH AT 48" A.F.F.

DIMMER WALL SWITCH AT 48" A.F.F.

DUPLEX ELECTRICAL OUTLET

GROUND FAULT CIRCUIT -INTERRUPTER

CEILING MOUNTED INCANDESENT LTG FIXTURE

RECESSED CEILING MOUNTED FUORESCENT LIGHT FIXTURE

WALL MOUNTED OUTDOOR LIGHT FIXTURE
SMOKE DETECTOR SEE NOTE #6
CARBON MONOXIDE DETECTOR SEE NOTE #7
FAN EXHAUST MINIMUM 50 CFM EXHAUSTING (100CFM IN
KITCHEN_), "ENERGY STAR" COMPLIANT, CONTROLLED BY

HUMIDISTAT

JUNCTION BOX

FLOOR DRAIN

INVERTER FOR FUTURE SOLAR PANEL AT ROOF LEVEL

MAIN ELECTRIC SERVICE PANEL

KEYNOTE
1i
1i
S.D.
(E)
(N)
C.O.

F
FD
INV
ELEC
1 RAISED FLOOR OVER

SLAB ON GRADE
JB

1. PROVIDE ULTRA LOW FLUSH WATER CLOSET FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.

2. MINIMUM 72" HGT. NON -ABSORBENT WALL (TILE) REQUIRED ADJACENT TO SHOWER AND APPROVED SHATTER -RESISTANT MATERIALS SHALL BE PROVIDED FOR SHOWER ENCLOSURE.

3. ALL NEW WINDOWS SHALL BE DOUBLE PANE UNLESS OTHERWISE NOTED.

4. PROVIDE FIBER GLASS BATT INSULATION IN NEW AREAS AS PER TTL -24 ENERGY COMPLIANCE CALC'S.

5. INSTALL GFCI OUTLETS IN NEW BATHROOMS, KITCHEN.

6. SMOKE DETECTORS SHALL BE PROVIDED AS FOLLOWS:
a. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE

FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK -UP AND LOW BATTERY SIGNAL. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM, HALLWAY AND AREA

GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLING WITH

MORE THAN ONE STORY
b. IN EXISTING CONSTRUCTION SMOKE DETECTORS MAY BE BATTERY OPERATED, INSTALLED IN LOCATIONS AS SPECIFIED ABOVE.

7. CARBON MONOXIDE DETECTOR. INSTALL CARBON MONOXIDE DETECTOR IN THE LIVING SPACE NEAR THE BEDROOM. DETECTORS ARE REQUIRED IN DWELLINGS WHERE FUEL BURNING APPLIANCES ARE INSTALLED. CARBON MONOXIDE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING ELECTRICAL AND HAVE A BATTERY BACKUP. CARBON MONOXIDE DETECTORS SHALL COMPLY WITH UL2034 AND/OR NFPA 720. CO DETECTORS
DETECTORS SHALL COMPLY WITH UL2034 AND/OR NFPA 720. CO DETECTORS SHALL BE INSTALLED A MINIMUM OF FIVE (5) FEET ABOVE FINISH GRADE. CA RESIDENTIAL CODE 2011 CHAPTER 3 SEC. 315

8. WATER HEATER MUST BE SEISMIC STRAPPED TO WALL IN TWO PLACES. ONE, IN THE UPPER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4 INCHES ABOVE THE CONTROLS.

A T&T VALVE PIPE TO THE EXTERIOR. A MINIMUM 50 SQ. INCHES VENT. IN THE TOP & BOTTOM OF THE W/H COMPARTMENT.

9. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3).

10. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING

MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4).

11. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2).

12. ALL NEWLY INSTALLED PLUMBING FIXTURES SHALL COMPLY WITH TABLE 4.303.2

13. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT -CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1)

14. PROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBECUE. ” (L.A.M.C. 57.20.25 )

15. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. (SHOW THESE DIMENSIONS ON A FOUNDATION DETAIL DRAWING) (SECTION 2512.1.2) A202
2 A201
1 1
A300
2 A300
2'-2 1/4" 7'-0 3/4" 3'-0 1/2" 5'-6" 3'-0 1/2"
1 2e 3e 6e 7 9e 4 85
Ae
Be
D
Fe
Ge
He
C
E
11'-9 1/2" 10'-6" 2'-2 1/2" 15'-9 1/2" 4'-6" 10'-9" 10'-11" 3'-11" 1'-6" 3'-4" 7'-5" 4'-1" 8'-4" 11'-1 1/4" 10'-5 3/4" 13'-5" A202
1 A201
2 9'-10 3/4" 1'-0"
1'-0"
19'-5 1/4" 16'-4"
15'-9 1/2" 15'-3" 10'-11"
4'-10" 11'-6" 19'-5 1/4" 8'-0 1/2" 3'-10 1/2"

OPEN TO
BELOW
189 SF
BED
21 SF
CLOSET
42 SF
BATH
152 SF
BED 89 SF
HALL
55 SF
BATH
92 SF
CLOSET
277 SF
BED
134 SF
BATH
21 SF
WC
14 SF
CLOSET
5'-10 1/2" 2'-6" 7'-9 1/2" 2'-6" 5'-4 3/4"
MIN
ø 30"
W.C. LAV.
1 TILE WD

TILE WD

TILE WD
208
207
206
205
209 211
204
203
202
210
201
205
207
208 209
MIN
ø 30"
MIN
ø 30"
9' - 6"
W.C.

LAV.

SHOWER
SHOWER
1 1
LAV.

LAV.

W.C.

SHOWER
TUB
8% GLAZING AREA SF: 58 > 15 SF MIN.
5% VENTILATION AREA SF: 29 > 10 SF MIN.
8% GLAZING AREA SF: 36 > 11.7 SF MIN.
5% VENTILATION AREA SF: 24 > 7.3 SF MIN.
8% GLAZING AREA SF: 59.5 > 21.8 SF MIN.
5% VENTILATION AREA SF: 29.8 > 13.7 SF MIN.

S.D.

S.D.

S.D.
22" X 54" CEILING

ACCESS PANEL W/

DROP DOWN LADDER
I
Not Enclosed

BALCONY
6'-11 1/2"
7'-7 1/2" 2 EQ 3 EQ 3
EQ 3'-9" EQ
44'-10 1/2"
47'-8"
1'-9"
EQ EQ
ALIGN
5'-0"
1'-9"
1'-9"
1'-9"
1'-9"
1'-9 1/2"
1'-9"
1'-9" 3'-0"
2'-0" 2'-2 1/2"

BUILT -IN STORAGE
47'-8"
13 1/8":12"
SLOPE
A091
1 1
A101

ELEVATED

PLATFORM
206
201
EQ EQ
212
4'
16'-0 3/4"
1/8":12"
SLOPE
1/8":12"
SLOPE
1/8":12"
SLOPE
1/8":12"
SLOPE
1/8":12"
SLOPE
1/8":12"
SLOPE
1/8":12"
SLOPE
1/8":12"
SLOPE
1/8":12"
SLOPE
21 0
84 16 1/4"=1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:21:08 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

SECOND FLOOR PLAN
A103
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)

FLOOR PLAN NOTES

SYMBOLS LEGEND

PLAN KEYNOTES LEGEND
REV. NO. REVISION DATE
1/4" = 1'-0" 1 PROPOSED SECOND FLOOR

NOTE NOTE TEXT
1 W.C. MIN, CLEAR SPACE PER CPC 407.6

NOTE NUMBER NOTE TEXT
13 Traffic coating waterproofing at balconies, outdo or decks by "Dex-O-Tex", model line "Dex-Flex" Color to match interior floor finish.

PLAN MATERIAL LEGEND
EXHIBIT 3
ROOF PLAN NOTES:

ROOF SLOPE
A. ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN DRAWINGS.

B. IN THE ABSENCE OF SLOPES SHOWN ON STRUCTURAL DRAWINGS OR ARCHITECTURAL

DRAWINGS, ROUGH CARPENTER SHALL PROVIDE REQUIRED SHIMMING BELOW ROOF SHEATHING TO ALLOW FOR PROPER SLOPE TO DRAIN.

C. NO OBSTACLE SHALL PREVENT WATER FLOW TOWARD DRAINS.

D. CRICKETS MUST MAINTAIN POSITIVE SLOPE TO DRAIN AND TIE INTO DRAINAGE SYSTEM.

E. CONTRACTOR TO VERIFY ALL ROOF DRAIN SLOPES AND ROOF DRAIN ELEVATIONS.

ROOFING MATERIAL
A. PITCHED ROOF TO BE SHINGLE ROOF, TIMBERLINE COOL SERIES BY GAF - CLASS "A" ROOFING B. ROOF ASSEMBLY SHALL BE LISTED BY AN APPROVED TESTING AGENCY.

GUTTERS AND ROOF DRAINS
A. GUTTERS SHALL SLOPE 1/16" PER FOOT TOWARD RAIN WATER LEADERS.

B. DRAINS SHALL BE SIZED TO ACCOMODATE 3" PER HOUR OF RAINFALL.

C. UNLESS SPECIFIED OTHERWISE, RAIN WATER LEADERS ARE EXPOSED AND LOCATION IS SHOWN ON ROOF PLAN.

D. DOWNSPOUTS AT FLAT ROOFS SHALL BE A MINIMUM OF 4" DIAMETER WITH OVERFLOW DRAINS.

E. PROVIDE DOME WIRE BASKET AT EACH RAIN WATER LEADER AND ROOF DRAIN.

F. CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS (WHERE APPLICABLE) FOR WATER LEAKAGE PRIOR TO CLOSING UP BUILDINGS AND SHALL PROVIDE A 10 YEAR WARRANTY AGAINST LEAKAGE.

G. ROOF DRAINAGE TO BE CONNECTED TO EXISTING COUNTY APPROVED DRAINAGE DEVICE. ALL RAIN WATER TO BE DIRECTED TO STREET OR APPROVED OUTLET.

H. GENERAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING PLUMBING AND SITE UTILITY

CONTRACTORS TO ENSURE THAT CONNECTIONS BETWEEN RAIN WATER LEADERS, STOR AND BUILDING SANITARY ARE COMPLETED.

ROOF PENETRATION
A. VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVE ROOF BY THE MINIMUM

DISTANCE REQUIRED BY APPLICABLE CODES AND SHALL BE LOCATED IN AREAS NOT VISIBLE FROM STREET. EXACT LOCATION TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION.

B. ALL VENTS AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS.

C. CONTINUOUS WATERPROOFING AT ALL ROOF PENETRATIONS SHALL BE PROVIDED WITH WR GRACE 4000 BITUTHENE WRAPPING AND PRE -FINISHED METAL FLASHING AND COUNTERFLASHING.

ALL JOINTS AT SHEET METAL SHALL BE CAULKED.

D. GENERAL CONTRACTOR SHALL COORDINATE WITH THE DIFFERENT TRADES FOR INSTALLATION OF ROOF PENETRATIONS PRIOR TO INSTALLATION OF THE ROOFING MEMBRANE.

E. COLOR OF ALL EXPOSED VENTS AND ROOF STACKS TO MATCH ADJACENT ROOF MATERIAL, UNLESS SPECIFIED OTHERWISE BY ARCHITECT.

F. ADD SELF -ADHERING MODIFIED BITUMEN EXTENDING 24" EACH SIDE AT ALL VALLEYS, RADIUS WALLS, CRICKETS, TOPS OF WALLS, AND TRANSITIONAL AREAS.

ROOF (ATTIC) VENTILATION
A. TOTAL ATTIC VENTILATION SHALL BE A MAXIMUM OF 1/150 OF THE AREA TO BE VENTED.

B. ATTIC DRAFT STOPS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES.

C. ALL VENT OPENINGS SHALL BE COVERED WITH A CORROSION RESISTANT METAL MESH WITH OPENINGS NO LARGER THAN 1/4" IN ANY DIRECTION.

D. ATTIC VENTILATION OPENINGS IN VERTICAL WALLS AND ATTIC ROOF VENTS SHALL NOT EXCEED 144 SQUARE INCHES PER OPENING AND SHALL BE COVERED WITH METAL LOUVERS AND 1/4" (6.25MM) MESH CORROSION -RESISTANT METAL SCREEN.

ROOF VENTILATION CALCULATION:
-REQUIRED AREA OF VENTILATION INTAKE SHALL BE A MAXIMUM OF 1/150 OF THE ROOF AREA TO BE VENTED:

ADDITION
964 SF / 150 = 6.43 SF TOTAL VENTILATION REQ'D
4 x 2 SF (GABLE VENT) = 8 SF
8 SF > 6.43 SF...OK
NOTE:

A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10(b) THROUGH 110.10(c) SHALL BE PROVIDED TO

THE OCCUPANT

1. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET. ROOF GUTTERS SHALL BE

PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.

2. ROOF GUTTERS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS.

3. THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMP. THE MAIN

ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED

SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC."

4. ALL DOWN SPOUTS DRAIN TO RAIN GARDEN, SEE 1/A101.

BUILDING WALLS SHOWN BELOW
4" DOWNSPOUT
4" METAL GUTTER
DIRECTION OF SLOPE/GRADIENT 4:12 (N) SLOPE
A202
2 A201
1 A201
2 1
A300
2 A300
1 2
(N) 4" x 4" GUTTER
(E) RIDGE
(N) VALLEY
D.S.

BUILDING FOOTPRINT
1 2e 3e 6e 7 9e 4 85
Ae
Be
D
Fe
Ge
He
C
E
3" / 12"
3" / 12" 3" / 12"
3" / 12"
3" / 12" 3" / 12"
A202
1 21
0 84 16 1/4"=1'-0"
(N) RIDGE
(N) RIDGE
(N) RIDGE
(N) VAL
LEY
(N) VAL

LEY (N) VALLEY
(N) VALLEY (E) VALLEY
(N) RIDGE
(N) RIDGE
(E) RIDGE
(N) RIDGE
I
1'-8"
3" 1'-3"
1'-4 1/2"
11'-9 1/2" 10'-6" 2'-2 1/2" 15'-9 1/2" 4'-6" 10'-9" 10'-11" 3'-11" 1'-6" 3'-4" 7'-5" 4'-1" 8'-4" 11'-1 1/4" 10'-5 3/4" 13'-5" D.S.

FUTURE SOLAR
20' X 8'

FUTURE SOLAR
21' X 8'
D.S.
1 12
1 1
1 SECOND FLOOR OUTLINE

FIRST FLOOR OUTLINE
3 3
4 SECOND FLOOR OUTLINE

FIRST FLOOR OUTLINE
D.S.

D.S. D.S.

D.S.

D.S.

D.S.

D.S. BELOW
D.S.

D.S.

D.S.

D.S.

D.S.

A091
1 1
A101
3" / 12"
3" / 12" 3" / 12"
3" / 12"
3" / 12" 3" / 12"
3" / 12"
3" / 12"
3" / 12"

OPEN DECK BELOW
13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:21:39 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

ROOF PLAN
A104
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)

ROOF PLAN NOTES

ROOF PLAN LEGEND
1/4" = 1'-0" 1 PROPOSED ROOF PLAN

NOTE NUMBER NOTE TEXT
1 (N) CEILING ACCESS PANEL22" X 52" W/ DROP DOWN LADD ER 2 ATTIC HEAT PUMP UNIT
3 CRICKET
4 (N) CHIMNEY, PLASTER FINISH

NOTE NUMBER NOTE TEXT
1 ENGINEERED POLYMER SYNTHETIC SLATE SHINGLE ROOF BY "DA VINCI" IN MULTI-WIDTH, COLOR "SLATE BLACK"
12 4" GUTTER 24GA ALUMINUM DOWN SPOUT, COLOR TO MATC H TRIM ELEMENTS 13 TRAFFIC COATING WATERPROOFING AT BALCONIES, OUTDO OR DECKS BY "DEX-O-TEX", MODEL LINE "DEX-FLEX" COLOR TO MATCH INETRIOR FLOOR FINISH

ROOF PLAN MATERIAL SCHEDULE

ROOF PLAN NOTES
REV. NO. REVISION DATE
EXHIBIT 3

1. EXTERIOR COLORS AND MATERIALS OF THE PROPOSED ADDITION INCLUD ING WALLS, ROOFS,

AND WINDOWS MUST MATCH THE EXISTING STRUCTURES

2. 0.0 ELEVATION EQUALS MINIMUM 6 INCHES ABOVE LOWEST POINT AT S LOPED SURROUNDING GRADE.

3. CONTRACTOR SHALL INSTALL BUILDING MATERIALS IN ACCORDANCE WI TH MANUFACTURER'S INSTRUCTIONS.
(E) 1ST FLOOR 1
0' - 0"
(E) T.O. PLATE (1)
8' - 0"
T.O. ROOF
13' - 9 1/4"
2 A300
Grade
-0' - 6"
(N) T.O. PLATE (1)
9' - 0"
(N) 2ND FLOOR
10' - 0"
(N) T.O. ROOF
23' - 0"
(N) T.O. PLATE (2)
19' - 0 3/4"
12e 3e 6e 79e 48 5
(E) 1ST FLOOR 2
0' - 6"
(N) 2ND FLOOR CLG
19' - 0"
4 209
101 102
5 4
4 108 107
101
7' - 0" DOOR HT
3' - 6" SILL HT 3' - 6"
7' - 0" HEAD HT
4' - 6"
8' - 6"
3' - 0" SILL HT
7' - 0" HEAD HEIGHT
2 9
1' - 0" 9' - 6" 9' - 0" 4' - 0"
23' - 6" BUILDING HEIGHT
7' - 0" HEAD HT
12 12
5 3
3 2
2a
120
208

EQ EQ EQ
1 7
3 1
7 201
11 3" / 12" 3" / 12"
3" / 12" 3" / 12"
3" / 12" 3" / 12"
3" / 12" 3" / 12"
13 (E) 1ST FLOOR 1
0' - 0"
(E) T.O. PLATE (1)
8' - 0"
T.O. ROOF
13' - 9 1/4"
1 A300
Grade
-0' - 6"
(N) T.O. PLATE (1)
9' - 0"
(N) 2ND FLOOR
10' - 0"
(N) T.O. ROOF
23' - 0"
(N) T.O. PLATE (2)
19' - 0 3/4"
Ae Be D Fe Ge He C E
(E) 1ST FLOOR 2
0' - 6"
3' - 11 1/4" 9' - 0 3/4" 9' - 6" 1' - 0"
23' - 6"
105 106 104 103
4 5
4 29
4 SILL HT.
1' - 4" 5' - 6"
7' - 0" HEAD HEIGHT
5' - 6" SILL HT.
1' - 6"
6' - 10" HEAD HEIGHT
3 10
I
8 6
11 WOOD PLANK FENCING, SEE

LANDSCAPE DRAWINGS
13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
1/9/2025 2:55:55 PM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

EXTERIOR ELEVATIONS
A201
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
2 1
0 84 16 1/4"=1'-0"

ELEVATION NOTES

EXTERIOR FINISH SCHEDULE
1/4" = 1'-0" 1 NORTH
1/4" = 1'-0" 2 WEST
REV. NO. REVISION DATE
NOTE

NUMBER NOTE TEXT
1 1 5/8" THICK LIMESTONE VENEER BY "CREATIVE MINES" IN "CRAFT ORCHARD LIMESTONE - WILDFLOWER" FINISH
2 ALUMINUM-CLAD WOOD WINDOWS BY "JELD-WEN". EXTERIOR CLAD COLOR IN "CHESTNUT BRONZE" WITH DOUBLE PANE GLASS AND FULL SURROUND WOOD GRILLES.
2a WOODEN CUSTOM ENTRY DOOR WITH SIDELITE AND TRANSO M TO MATCH

WINDOW FINISH
3 BOARD AND BATTEN "HARDIE PANEL" BY "JAMES-HARDIE" IN SMOOTH FINISH.

PRIME AND PAINT "DUNN EDWARDS" "WARM WHITE DEW-380"
4 ENGINEERED POLYMER SYNTHETIC SLATE SHINGLE ROOF BY "DA VINCI" IN MULTI-WIDTH, COLOR "SLATE BLACK"
5 7/8"THK. MATCHING APPLIED EXTERIOR STUCCO BY "LA H ABRA" - 20/30 CEMENT FLOAT FINISH. CONTRACTOR TO PREP STUCCO FOR PAINT APPLICATION. PAINT "DUNN EDWARDS" "MILK GLASS DEW 358"
6 ORNAMENTAL WOODEN MOULDINGS, TRIMS, CORBELS, FASCI A, ETC., COLOR BY DUNN EDWARDS ESPRESSO MACCHIATO DET680, SEE DETAILS FOR

DIMENSIONAL SPECIFICATIONS
7 CHESHIRE TALL 3/4 WALL LANTERN BY "CHAPAMN & MYERS " CHO2607

EXTERIOR WALL SCONCE
8 ALUMINUM GLASS PANEL GUARD RAIL BY "PEAK PRODUCTS" MODEL TYPE "PEAK MOUNTAINVIEW GLASS RAILING" IN BLACK
9 CORROSION RESISTANT WEEP SCREED BENEATH STUCCO, MI NIMUM 4" ABOVE EARTH AND 2" ABOVE PAVED AREA
10 4" GUTTER 24GA ALUMINUM DOWN SPOUT, COLOR TO MATC H TRIM ELEMENTS 11 TRAFFIC COATING WATERPROOFING AT BALCONIES, OUTDO OR DECKS BY "DEX-O-TEX", MODEL LINE "DEX-FLEX" COLOR TO MATCH INETRIOR FLOOR FINISH
12 INSULATED SECTIONAL OVERHEAD GARAGE DOOR BY "Wayn e-Dalton" MODEL "8680"
13 CUSTOM MATTE BLACK STAINLESS STEEL CHIMNEY CAP WI TH CALIFORNIA EXHIBIT 3
(E) 1ST FLOOR 1
0' -0"
(E) T.O. PLATE (1)
8' -0"
T.O. ROOF
13' -9 1/4"
2 A300
Grade
-0' -6"
(N) T.O. PLATE (1)
9' -0"
(N) 2ND FLOOR
10' -0"
(N) T.O. ROOF
23' -0"
(N) T.O. PLATE (2)
19' -0 3/4"
1 2e 3e 6e 7 9e 4 85
(E) 1ST FLOOR 2
0' -6"
(N) 2ND FLOOR CLG
19' -0"
4 4
4 29
5 5
103 102
108
104
201
205
105
2 4' - 0" 9' - 0" 1' - 0" 1' - 0" 7' - 6" 0' - 6" 0' - 6" 23' - 6" BUILDING HEIGHT
6' - 8" HEAD HT
6' - 8" HEAD HT
3' - 4" SILL HT
6' - 10" HEAD HT
4' - 0" 3' - 0" SILL HT
6' - 10" HEAD HT
9 109
8 3
6 10
11 3
6 7' - 0" HEAD HT
13 1. EXTERIOR COLORS AND MATERIALS OF THE PROPOSED ADDITION INCLUD ING WALLS, ROOFS,

AND WINDOWS MUST MATCH THE EXISTING STRUCTURES

2. 0.0 ELEVATION EQUALS MINIMUM 6 INCHES ABOVE LOWEST POINT AT S LOPED SURROUNDING GRADE.

3. CONTRACTOR SHALL INSTALL BUILDING MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
(E) 1ST FLOOR 1
0' -0"
(E) T.O. PLATE (1)
8' -0"
T.O. ROOF
13' -9 1/4"
1 A300
Grade
-0' -6"
(N) T.O. PLATE (1)
9' -0"
(N) 2ND FLOOR
10' -0"
(N) T.O. ROOF
23' -0"
(N) T.O. PLATE (2)
19' -0 3/4"
Ae Be DFe Ge He CE
(E) 1ST FLOOR 2
0' -6"
(N) 2ND FLOOR CLG
19' -0"
207
110
106
4 5
4 4
2 9
GAS
ELEC
PANEL
4' - 0" 3' - 2" SILL HT
7' - 2" HEAD HT
6' - 8" DOOR HT
2' - 8" 5' - 0"
3' - 0" 4' - 0" SILL HT
7' - 0" HEAD HT
5 99
2' - 0"
4' - 0" 9' - 0" 1' - 0" 1' - 0" 7' - 6" 0' - 6" 0' - 6" 23' - 6" BUILDING HEIGHT
I
206
3 6
111
1/4" = 1'-0" 1 SOUTH
1/4" = 1'-0" 2 EAST
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
1/9/2025 2:56:46 PM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

EXTERIOR ELEVATIONS
A202
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE

ELEVATION NOTES

EXTERIOR FINISH SCHEDULE
NOTE

NUMBER NOTE TEXT
1 1 5/8" THICK LIMESTONE VENEER BY "CREATIVE MINES" IN "CRAFT ORCHARD LIMESTONE - WILDFLOWER" FINISH
2 ALUMINUM-CLAD WOOD WINDOWS BY "JELD-WEN". EXTERIOR CLAD COLOR IN "CHESTNUT BRONZE" WITH DOUBLE PANE GLASS AND FULL SURROUND WOOD GRILLES.
2a WOODEN CUSTOM ENTRY DOOR WITH SIDELITE AND TRANSO M TO MATCH

WINDOW FINISH
3 BOARD AND BATTEN "HARDIE PANEL" BY "JAMES-HARDIE" IN SMOOTH FINISH.

PRIME AND PAINT "DUNN EDWARDS" "WARM WHITE DEW-380"
4 ENGINEERED POLYMER SYNTHETIC SLATE SHINGLE ROOF BY "DA VINCI" IN MULTI-WIDTH, COLOR "SLATE BLACK"
5 7/8"THK. MATCHING APPLIED EXTERIOR STUCCO BY "LA H ABRA" - 20/30 CEMENT FLOAT FINISH. CONTRACTOR TO PREP STUCCO FOR PAINT APPLICATION. PAINT "DUNN EDWARDS" "MILK GLASS DEW 358"
6 ORNAMENTAL WOODEN MOULDINGS, TRIMS, CORBELS, FASCI A, ETC., COLOR BY DUNN EDWARDS ESPRESSO MACCHIATO DET680, SEE DETAILS FOR

DIMENSIONAL SPECIFICATIONS
7 CHESHIRE TALL 3/4 WALL LANTERN BY "CHAPAMN & MYERS " CHO2607

EXTERIOR WALL SCONCE
8 ALUMINUM GLASS PANEL GUARD RAIL BY "PEAK PRODUCTS" MODEL TYPE "PEAK MOUNTAINVIEW GLASS RAILING" IN BLACK
9 CORROSION RESISTANT WEEP SCREED BENEATH STUCCO, MI NIMUM 4" ABOVE EARTH AND 2" ABOVE PAVED AREA
10 4" GUTTER 24GA ALUMINUM DOWN SPOUT, COLOR TO MATC H TRIM ELEMENTS 11 TRAFFIC COATING WATERPROOFING AT BALCONIES, OUTDO OR DECKS BY "DEX-O-TEX", MODEL LINE "DEX-FLEX" COLOR TO MATCH INETRIOR FLOOR FINISH
12 INSULATED SECTIONAL OVERHEAD GARAGE DOOR BY "Wayn e-Dalton" MODEL "8680"
13 CUSTOM MATTE BLACK STAINLESS STEEL CHIMNEY CAP WI TH CALIFORNIA 2 1
0 84 16 1/4"=1'-0"
EXHIBIT 3
(E) 1ST FLOOR 1
0' - 0"
(E) T.O. PLATE (1)
8' - 0"
1 A300
Grade
-0' - 6"
(N) T.O. PLATE (1)
9' - 0"
(N) 2ND FLOOR
10' - 0"
(N) T.O. ROOF
23' - 0"
(N) T.O. PLATE (2)
19' - 0 3/4"
Ae Be D Fe Ge He C E
(E) 1ST FLOOR 2
0' - 6"
(N) 2ND FLOOR CLG
19' - 0"
I
4' - 0" 9' - 0" 9' - 6" 0' - 6" 0' - 6"
23' - 6"
189 SF
BED
272 SF
ENTRY
61 SF
HALL
287 SF

KITCHEN
42 SF
BATH
ATTIC
(E) 1ST FLOOR 1
0' - 0"
(E) T.O. PLATE (1)
8' - 0"
2 A300
Grade
-0' - 6"
(N) T.O. PLATE (1)
9' - 0"
(N) 2ND FLOOR
10' - 0"
(N) T.O. ROOF
23' - 0"
(N) T.O. PLATE (2)
19' - 0 3/4"
216 SF
BED
12e 3e 6e 79e 48 5
(E) 1ST FLOOR 2
0' - 6"
(N) 2ND FLOOR CLG
19' - 0"
0' - 6" 0' - 6" 9' - 6" 9' - 0" 4' - 0"
23' - 6"
189 SF
BED
277 SF
BED
92 SF
CLOSET
42 SF
PANTRY
287 SF

KITCHEN
467 SF
LIVING

ATTIC SPACE

ALIGN FLOOR LEVEL TO ELEVATED SLAB

CATHEDRAL CEILING BEHIND
1/4" = 1'-0" 2 CROSS SECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:29:57 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

BUILDING SECTIONS
A300
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE
1/4" = 1'-0" 1 LONGITUDINAL SECTION
21 0
84 16 1/4"=1'-0"
EXHIBIT 3
F.F.
201. 212
F.F.
103, 104, 101, 102

22.8 SF
CLEAR
2' - 8"

18.9 SF
CLEAR
206, 207 105, 106
102, 103 101 104 105 106, 120 112
2' - 8"
20 MIN
110, 111, 113, 114, 115,
116, 117, 118, 202, 203,
204, 205, 206, 207, 208,
209, 211
210
13' - 0" 5' - 0" 2' - 8"
107
109
8' - 6" 5' - 10"
7' - 0"
5' - 0"
4' - 0" 3' - 0"
3' - 0" 3' - 0" 5' - 0" 6' - 0"
2' - 0" 5' - 0"
3' - 6" 3' - 6"
3' - 0" 4' - 0"
3' - 0" 4' - 0"
109, 110 205
11 SF
CLEAR
201
2' - 6"
4' - 0" 3' - 0"
2' - 0"
4' - 0" 3' - 0"
3' - 9"
208, 209
14 SF
CLEAR
4' - 0" 3' - 0"
3' - 0"
202, 203, 204
5' - 0"
3' - 6" 3' - 6"
107, 108
11 SF
CLEAR 14 SF
CLEAR

16.5 SF
CLEAR

16.5 SF
CLEAR
108
7'-10"
7'-0"
7'-0"
15'-8"
7'-0"
6'-8"
8'-9"
5'-6"
7'-0"
3'-0"
3'-0"

1. ALL DOORS AND WINDOWS SHALL MEET CITY OF GLENDALE'S SECURITY ORDINANCE (A101.2)

2. UNLESS NOTED OTHERWISE, DOORS AND OPENINGS NOT LOCATED BY DIMENSIONS SHALL BE CENTERED ON WALL OR SHALL BE LOCATED 6" FROM FINISH WALL TO EDGE OR BACK OF DOOR.

3. INSTALL DOORS AND FRAMES BLUMB, STRAIGHT, IN TRUE ALIGNMENT AND RIGIDLY SECURED TO WALLS. ERECT IN PROPER SEQUENCE WITH WORK OF OTHER TRADES.

4. SPECIAL LOCKING DEVICES IF SPECIFIED SHALL BE OF A CITY APPROVED TYPE.

5. INSTALLATION OF GLASS SHAL CONFORM TO FEDERAL SPECIFICATION 16 -CFR -1202 AND THE C.B.C. AND ALL LOCAL CODES AND ORDINANCES. SAFETY GLAZING IN HAZARDOUS LOCATIONS SHALL CONFORM TO C.B.C. SECTION 2406.

6. ALL DOOR AND OPERABLE WINDOWS TO BE COMPLETELY WEATHER -STRIPPED. INCLUDING ROLL -UP TRUCK DOORS.

7. ALL MANUFACTURED WINDOW AND DOOR UNITS SHALL BE LABELED AS MEETING ANSI STANDARD FOR AIR INFILTRATION.

8. INSULATION MATERIAL SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 2.5312 B.E.E.S. - MOST CURRENT EDITION.

9. DOORS AND WINDOWS SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTION 2.5317 B.E.E.S. - MOST CURRENT EDITION.

10. DOOR OPENING IN MASONRY WALLS SHALL BE 4" HORIZONTAL AND 2" VERTICAL LARGER THAN DOOR DIMENSION TO PROVIDE FOR METAL DOOR FRAME.

11. ALL DOORS AND WINDOWS DIMENSIONS ARE CLEAR OPENING DIMENSIONS.

12. INSTALL ICE & WATER SHIELD @ EXTERIOR WINDOWS BY W.I. GRACE CO. AT WINDOW HEAD: INSTALL SHIELD UNDER BUILDING PAPER.

13. USE FIBERGLASS EXTERIOR DOORS AND WINDOWS BY "MILGARD" OR APPROBED EQUAL, U -FACTOR = 0.34, SHGC = 0.28

14. THE PERSON WITH OVERALL RESPONSIBILITY FOR CONSTRUCTION OR THE PERSON RESPONSIBLE FOR THE

INSTALLATION OF REGULATED MANUGACTURED DEVICES SHALL POST, OR MAKE AVAILABLE

15. ONLY EXTERNAL GRIDS ALLOWED, EITHER SDL OR SIMULATED DIVIDED LIGHTS, NO INTERNAL GRIDS ALLOWED. 106
108 107
105
106
118 116
113
114 115
111
110
117
112
104
101
103
101 102
105
110
108
103
104
102 109
120
111
208
207
206
205
209 211
204
203
202
210
201
205
207
208 209
206
201
212
5' - 6"

EQ EQ EQ

EQ EQ EQ EQ
9'-4"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:30:39 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

DOOR AND WINDOW SCHEDULES
A401
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
REV. NO. REVISION DATE
1/4" = 1'-0"

DOOR AND WINDOW ELEVATION TYPE

DOOR AND WINDOW GENERAL NOTES DOOR SCHEDULE
DOOR
NO.

EXT/
INT

DOOR FRAME GLAZING OTHER ITEMS

REMARKS
SIZE
OPERATION CONSTR. MATERIAL FINISH MATERIAL FINISH TYPE COL OR CLOSER F.R. WIDTH HEIGHT THICKNESS 101 EXT 3' - 0" 7' - 0" 0' - 1 3/4" SWING SOLID CORE WOOD/ GLASS F.F./PAINT WOOD F.F./PAINT DOUBLE GLASS, TEMPERED OBSCURE - NR ENTRY DOOR 102 EXT 10' - 0" 6' - 10" 0' - 1 3/4" SLIDING (STACKED) W OOD CLAD ALUM/WOOD/GLASS F.F./PAINT WOOD F.F./PAINT DOUB LE GLASS, TEMPERED CLEAR - NR 103 EXT 10' - 0" 6' - 10" 0' - 1 3/4" SLIDING (STACKED) W OOD CLAD ALUM/WOOD/GLASS F.F./PAINT WOOD F.F./PAINT DOUB LE GLASS, TEMPERED CLEAR - NR 104 EXT 2' - 8" 6' - 8" 0' - 1 3/8" SWING SOLID CORE WOOD P AINT WOOD PAINT - - - NR 105 EXT 5' - 0" 6' - 8" 0' - 1 3/4" SLIDING (STACKED) ALU M. ALUM/GLASS F.F./PAINT ALUM. F.F./PAINT DOUBLE GLASS, TEMPERED CLEAR - NR 106 EXT 2' - 8" 6' - 8" 0' - 1 3/8" SWING SOLID CORE WOOD P AINT WOOD PAINT - - - NR 107 EXT 7' - 8" 7' - 0" 0' - 1 1/2" SECTIONAL GARAGE DOO R ALUM. ALUM/GLASS F.F. WOOD PAINT TEMPERED OBSCURE NR INSUL ATED 108 EXT 15' - 6" 7' - 0" 0' - 1 1/2" SECTIONAL GARAGE DO OR ALUM. ALUM/GLASS F.F. WOOD PAINT TEMPERED OBSCURE NR INSU LATED 110 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 111 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 112 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING SOLID CORE WOOD P AINT WOOD PAINT - - Y 20 MIN GARAGE DOOR 113 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 114 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 115 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 116 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 117 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 118 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 120 EXT 2' - 8" 6' - 8" 0' - 1 3/8" SWING SOLID CORE WOOD P AINT WOOD PAINT - - - NR 201 EXT 8' - 6" 6' - 10" 0' - 1 3/4" SLIDING (STACKED) WO OD CLAD ALUM/WOOD/GLASS F.F./PAINT WOOD F.F./PAINT DOUBL E GLASS, TEMPERED CLEAR - NR 202 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 203 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 204 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 205 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 206 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 207 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 208 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 209 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 210 INT 5' - 10" 6' - 8" 0' - 1 3/4" SLIDING, BI-PASS HOL LOW CORE WOOD PAINT WOOD PAINT - - - NR 211 INT 2' - 8" 6' - 8" 0' - 1 3/8" SWING HOLLOW CORE WOOD PAINT WOOD PAINT - - - NR 212 INT 8' - 6" 6' - 10" 0' - 1 3/4" SLIDING (STACKED) WO OD CLAD ALUM/WOOD/GLASS F.F./PAINT WOOD F.F./PAINT DOUBL E GLASS, TEMPERED CLEAR - NR

WINDOW SCHEDULE (GLENDALE)
WINDO
W NO. Head Height WIDTH HEIGHT MATERIAL

VISIBLE FROM
STREET OPERATION FRAME TYPE Grid
KEEP EX.

SILL/FRAME

BUILD NEW

SILL/FRAME

EXISTING
EDGE
DETAIL

NEW EDGE
DETAIL
BED
ROOM
ENERGY

EFFECIENT TEMPERED

OTHER GLAZING DETAIL OTHER

REMARKS
FIRE
HAZARD
ZONE
18" OF

FLOOR OR
40" OF DOOR TYPE COLOR JAMB HEAD SILL SILL HEIGHT U-VALUE SHGC 101 7' - 0" 5' - 0" 3' - 6" ALUM. CLAD WOOD Yes CASEMENT N AIL IN Yes Yes No FLAT WD FLAT WD No Yes Yes DOUBLE GLASS CLE AR 8/A501 8/A501 8/A501 3' - 6" 0.3000 0.23 102 7' - 0" 5' - 0" 3' - 6" ALUM. CLAD WOOD Yes CASEMENT N AIL IN Yes No FLAT WD FLAT WD No Yes Yes DOUBLE GLASS CLEAR 8 /A501 8/A501 8/A501 3' - 6" 0.3000 0.23 103 7' - 0" 3' - 0" 5' - 6" ALUM. CLAD WOOD No CASEMENT NA IL IN Yes Yes FLAT WD No Yes Yes Yes Yes DOUBLE GLASS/TEMPER ED CLEAR 8/A501 8/A501 8/A501 1' - 6" 0.3000 0.23 104 7' - 0" 3' - 0" 5' - 6" ALUM. CLAD WOOD No CASEMENT NA IL IN Yes Yes FLAT WD No Yes Yes Yes Yes DOUBLE GLASS/TEMPER ED CLEAR 8/A501 8/A501 8/A501 1' - 6" 0.3000 0.23 105 6' - 10" 3' - 0" 5' - 6" ALUM. CLAD WOOD No CASEMENT N AIL IN Yes Yes FLAT WD No Yes Yes Yes Yes DOUBLE GLASS/TEMPE RED CLEAR 8/A501 8/A501 8/A501 1' - 4" 0.3000 0.23 106 6' - 10" 3' - 0" 5' - 6" ALUM. CLAD WOOD No CASEMENT N AIL IN Yes Yes FLAT WD No Yes Yes Yes Yes DOUBLE GLASS/TEMPE RED CLEAR 8/A501 8/A501 8/A501 1' - 4" 0.3000 0.23 108 6' - 10" 8' - 0" 3' - 6" ALUM. CLAD WOOD No SLIDING NA IL IN Yes Yes FLAT WD No Yes No Yes DOUBLE GLASS CLEAR 8/A501 8/A501 8/A501 3' - 4" 0.3000 0.23 109 6' - 8" 6' - 0" 4' - 0" ALUM. CLAD WOOD No SLIDING NAI L IN Yes Yes FLAT WD Yes Yes Yes DOUBLE GLASS CLEAR 8/A501 8/ A501 8/A501 2' - 8" 0.3000 0.23 EGRESS 110 6' - 8" 5' - 0" 4' - 0" ALUM. CLAD WOOD No CASEMENT NA IL IN Yes Yes FLAT WD Yes Yes Yes DOUBLE GLASS CLEAR 8/A501 8 /A501 8/A501 2' - 8" 0.3000 0.23 EGRESS 111 6' - 8" 2' - 0" 3' - 0" ALUM. CLAD WOOD No SINGLE HUN G NAIL IN Yes Yes FLAT WD No Yes Yes DOUBLE GLASS OBSCURE 8/A 501 8/A501 8/A501 3' - 8" 0.3000 0.23 201 -36' - 1 5/16" 5' - 6" 9' - 4" ALUM. CLAD WOOD Yes FI XED NAIL IN Yes Yes FLAT WD No Yes Yes Yes DOUBLE GLASS/TEMP ERED CLEAR 8/A501 8/A501 8/A501 -45' - 5 5/16" 0.3000 0.23 205 7' - 0" 6' - 0" 4' - 0" ALUM. CLAD WOOD No SLIDING NAI L IN Yes Yes FLAT WD No Yes Yes DOUBLE GLASS CLEAR 8/A501 8/A 501 8/A501 3' - 0" 0.3000 0.23 206 7' - 0" 2' - 0" 3' - 0" ALUM. CLAD WOOD No SINGLE HUN G NAIL IN Yes Yes FLAT WD No Yes Yes DOUBLE GLASS OBSCURE 8/A 501 8/A501 8/A501 4' - 0" 0.3000 0.23 207 7' - 0" 2' - 0" 3' - 0" ALUM. CLAD WOOD No SINGLE HUN G NAIL IN Yes Yes FLAT WD No Yes Yes DOUBLE GLASS OBSCURE 8/A 501 8/A501 8/A501 4' - 0" 0.3000 0.23 208 7' - 0" 3' - 9" 4' - 0" ALUM. CLAD WOOD Yes CASEMENT N AIL IN Yes Yes FLAT WD Yes Yes Yes DOUBLE GLASS CLEAR 8/A501 8/A501 8/A501 3' - 0" 0.3000 0.23 EGRESS 209 7' - 0" 3' - 9" 4' - 0" ALUM. CLAD WOOD Yes CASEMENT N AIL IN Yes Yes FLAT WD Yes Yes Yes DOUBLE GLASS CLEAR 8/A501 8/A501 8/A501 3' - 0" 0.3000 0.23 EGRESS 3/32" = 1'-0" 1 (N) FIRST FLOOR DOOR AND WINDOW KEYPLAN 3/32" = 1'-0" 2 (N) 2ND FLOOR DOOR AND WINDOW KEYPLAN
0' - 0"
13' - 9"
EXHIBIT 3

SELF-ADHERED FLEXIBLE FLASHING
3'-0"
4"
CLASS "A" COMP. ASPHALT
SHINGLE ROOF PER FIN.

LEGEND DOUBLE LAYERED 30# ASPHALT

SATURATED FELT WATER RESISTIVE

MEMBRANE LAPPED OVER METAL

FLASHING
26GA METAL FLASHING W/
HEMMED DRIP EDGE (LAP BLDG.

PAPER OVER DRIP EDGE)

INTERIOR DRYWALL AS SPECIFIED

IN WALL TYPE SCHEDULE
24GA ALUMINUM GUTTER AND

DOWNSPOUT (SIZE PER
SMACNA ROOF CALC.)

INTERIOR EXTERIOR
2x ROOF FRAMING (SEE STRUCTURAL
DWG'S FOR MORE INFO.)

SELF-ADHERING FLEXIBLE FLASHING MEMBRANE
BELOW METAL FLASHING. LAP BUILDING PAPER OVER
FLEXIBLE FLASHING THE REQUIRED MIN. PER

MANUFACTURER
FIBERGLASS INSULATION PER TITLE 24
2x WALL FRAMING (SEE STRUCTURAL
DWG'S FOR MOR INFO.)
T.O. DBL. PLATE

SEE ELEVATIONS

SEE ROOF PLAN

EAVE VARIES
7/8" CEMENT PLASTER OVER

METAL LATH, OVER WATER

RESISTIVE BARRIER, OVER

EXTERIOR GRADE PLYWOOD
2x CONT. WOOD FASCIA BOARD
WITH OPTIONAL 1x SACRIFICIAL

BOARD UNDER GUTTER TO CAP

RAFTER TAIL
NOTE: ROOF SLOPE VARIES, SEE ELEVATION

EXTERIOR GRADE ROOF

SHEATHING

ROOF FRAMING PER

STRUCTURAL DWGS
NOTE: PENETRATIONS THROUGH
METAL VALLEY NOT PERMITTED.

FIBERGLASS

INSULATION PER
TITLE 24
26GA GALV. STEEL VALLEY

FLASHING

OR APPROVED EQUAL

FLASHING LINING FROM CRC
R905.2.8.2
CLEAT AS REQ'D.

SELF-ADHERING FLEXIBLE FLASHING
MEMBRANE BELOW METAL FLASHING. LAP

BUILDING PAPER OVER FLEXIBLE
FLASHING THE REQUIRED MIN. PER

MANUFACTURER
DOUBLE LAYERED 30# ASPHALT

SATURATED FELT WATER RESISTIVE

MEMBRANE LAPPED OVER METAL

FLASHING
CLASS "A" COMP. ASPHALT
SHINGLE ROOF PER FIN.

LEGEND
MIN. 12"
8"

EXTERIOR GRADE ROOF

SHEATHING

ROOF FRAMING PER

STRUCTURAL DWGS
26GA GALV. STEEL VALLEY

FLASHING

OR APPROVED EQUAL FLASHING
LINING FROM CRC R905.2.8.2
CLASS "A" COMP. ASPHALT
SHINGLE ROOF PER FIN.

LEGEND
NOTE: PENETRATIONS THROUGH
METAL VALLEY NOT PERMITTED.

REINFORCE SLOPE TRANSITION W/ SELF-

ADHERING FLEXIBLE FLASHING MEMBRANE
BELOW METAL FLASHING. LAP FLASHING

OVER BUILDING PAPER AT VERTICAL

TRANSITION

FIBERGLASS

INSULATION PER
TITLE 24
24 INCHES MIN.

DOUBLE LAYERED 30# ASPHALT

SATURATED FELT WATER RESISTIVE

MEMBRANE LAPPED OVER METAL

FLASHING
8"
CONTINUOUS 3/4" BACK DAM

BLOCKING INBOARD OF INTERIOR
EDGE
MIN. 1/8" SHIM SPACER, MIN. 2%

SLOPE AT SILL FRAME

FLEXIBLE MEMBRANE PAN

FLASHING RETURN OVER BACK
DAM. PROVIDE CONTINUOUS

INTERIOR PERIMETER SEALANT
JOINT

DO NOT SEAL OR CAULK

SILLL, ALLOW WATER TO

DRAIN FROM SILL PAN

INTERIOR DECORATIVE CASING

WINDOW PER SCHEDULE
SEE WIN. SCHEDULE
R.O.

INTERIOR EXTERIOR
7/8" CEMENT PLASTER OVER

METAL LATH, OVER WATER

RESISTIVE BARRIER, OVER

EXTERIOR GRADE PLYWOOD
STRUCTURAL HEADER (SEE ST.

DWG'S)

BASE LAYER OF WATER

RESISTIVE BARRIER

UNDERNEATH FLEXIBLE FLASHING

MEMBRANE

WATER RESISTIVE

BARRIER OVER FLEXIBLE

MEMBRANE FLASHING
26GA GALV. METAL HEAD
FLASHING W/ DRIP EDGE.

DECORATIVE FLAT WOOD
TRIM

FULL INTERIOR PERIMETER

SEALANT JOINT

BASE LAYER OF FLEXIBLE

FLASHING MEMBRANE

SELF-ADHERED FLEXIBLE

MEMBRANE FLASHING AT HEAD

FULL INTERIOR PERIMETER

SEALANT JOINT

INTERIOR DECORATIVE CASING
7/8" CEMENT PLASTER OVER

METAL LATH, OVER WATER

RESISTIVE BARRIER, OVER

EXTERIOR GRADE PLYWOOD

BASE LAYER OF SELF-ADHERED

FLEXIBLE FASHING TURNED INTO

WINDOW POCKET

SELF-ADHERED FLEXIBLE
FLASHING OVER WIN. FLANGE AT
JAMB
SEE WIN. SCHEDULE
R.O.

EXTERIOR

INTERIOR
2x FRAMING SEE STRUCTURAL
DWG'S

FIBERGLASS INSULATION
(SEE TITLE 24)
MIN. 1/8" SHIM SPACER (TYP)

DECORATIVE FLAT WOOD TRIM
JAMB

HEAD/SILL

WATER RESISTIVE BARRIER

ROOF FRAMING PER

STRUCTURAL

WATER RESISTIVE
MEMBRANE, 30# FELT
DOUBLE LAPPED MIN. (OR

APPROVED EQUAL)
CLASS "A" COMP.

SHINGLE COOL ROOF

PER FINISH LEGEND

EXTRUDED POLYSTYRENE

FOAM ATTIC VENTIALATION
CHANNELS WITH 1.5" MIN
AIR GAP. DIMENSION TO FIT
WITHIN 16"o.c. ROOF JOISTS

RIDGE BEAM PER

STRUCTURAL

ROLL ON

NONCOMBUSTIBLE

CLASS A RIDGE VENT,

INSTALL PER

MANUFACTURER'S

INSTRUCTIONS

CONTINUOUS PATH

OF AIR FLOW FROM

EAVE TO RIDGE VENT

ROOF SHEATHING,

PER STRUCTURAL
MAINTAIN 2" WIDE GAP
AT PLYWOOD AT EVERY 12".

LEAVE 1" AREA UNCUT AT
INTERVALS OF 12"

FIBERGLASS
INSULATION PER T24
CLASS "A" COOL ROOF

RIDGE CAP

CONTINUOUS ALUMINUM Z
FLASHING, 3" MIN. OVERLAP

AT ENDS

BALCONY/DECK DOOR (SEE DOOR

SCHEDULE FOR MORE

INFORMATION)

DOOR SILL FRAME AS SCHEDULED

EXTERIOR GRADE SUBFLOOR

SHEATHING
2x CONTINUOUS

BLOCKING

EXTERIOR INTERIOR
NOTE: SEE STRUCTURAL DRAWINGS FOR STRUCTURAL MEMBER SIZES AND CONNECTIONS 4"
1 1/2"
DOOR WIDTH (SEE SCHED.)
24GA G.I. METAL SILL PAN WITH

UPTURNED LEGS SET IN FULL

BED OF SEALANT PROVIDE
END DAMS TYP.
1/4"
INTERIOR FIN. FLOORING

BACKER ROD/SEAL

STRUCTURAL FRAMING
SLOPE MIN. 1/4":12"

MULTI-COAT DECK

WATERPROOFING MEMBERANE
(SEE FINISH LEGEND), INSTALL PER
MANUFACTURER INSTRUCTIONS.

SLOPE MIN. 1/4":12"
24GA G.I. DIATO SHEET METAL
FLASHING NAILED AT 3"O.C., ALL
SEAMS TO OVERLAP MIN. 3"
7/8" CEMENT PLASTER OVER
METAL LATH TYP. (SEE FINISH

LEGEND)

EXTERIOR GRADE PLYWOOD

SHEATHING (SEE STRUCTURAL
DWG'S)

FIBERGLASS INSULATION (SEE
TITLE 24)

MULTI-COAT DECK

WATERPROOFING MEMBERANE
(SEE FINISH LEGEND), INSTALL PER
MANUFACTURER INSTRUCTIONS.

MIN.
3"

CONTINUOUS WATER-RESISTIVE
BARRIER, MIN 15# ASPHALT

FELT, DOUBLE LAPPED,
COMPLYING WITH ASTM D226,
TYPE 1
4"
5 3/4"
3"
3"

REINFORCE WALL TO FLOOR

TRANSITION W/ SELF-ADHERING

FLEXIBLE FLASHING MEMBRANE

BELOW METAL FLASHING

CONTINUOUS BED OF SEALANT AT
ENDS (TYP.)
(BUILDING SUBSTRUCTURE)

PLYWOOD SHEATHING

WHERE OCCURS (SEE

STRUCTURAL DWG'S)
7/8" STUCCO (TYP.)

WATERPROOFING

UNDERLAYMENT
NO.26 GA. SHEET WEEP
SCREED
MIN.
0' - 4"
MIN.
4" SLOPE 2%

FINISHED PAVED AREA

FINISH GRADE
MIN.
2"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
C
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PRETAINING TO THE PROJECT AT THE SITE BEFORE PROCEEDING

AS INSTRUMENTS OF SERVICE, ALL DESIGN, IDEAS AND

INFORMATION SHOW ON THESE DRAWINGS AREA AND SHALL
REMAIN THE PROPERTY OF ECUMENA DESIGN STUDIO. NO PART

THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED

IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN

THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN

PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF

ECUMENA DESIGN STUDIO VISUAL CONTACT WITH THESE

DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
3786 LA CRESCENTA AVE., SUITE 201
GLENDALE, CA 91208
TEL.: 818.507.6787
PROJECT TITLE :

JOB ADDRESS :

OWNER :

JOB NO. :

DRAWN BY :

CHECKED BY :

DATE :

SHEET DESCRIPTION :

SHEET NUMBER :

SHEETS OF
NO. ISSUED FOR: DATE:
1 2
3 4
5 6
7 8
11/26/2024 10:31:07 AM
906 WHITEHAVEN 2ND

FLOOR ADDITION
906 Whitehaven Terrace,
Glendale, CA 91207
MR. MIKE MAZMANIAN

DETAILS
A501
CA
HA
07/24/2024 PLANNING SUBMITTAL (DRAFT)
1" = 1'-0" 3 ROOF EAVE
1" = 1'-0" 9 ROOF VALLEY
1" = 1'-0" 6 ROOF VALLEY FLASHING
REV. NO. REVISION DATE
1 1/2" = 1'-0" 8 EDS_WIN NAIL-ON FLAT TRIM DTL TYP
1 1/2" = 1'-0" 1 ROOF RIDGE VENTILATED
3" = 1'-0" 2 BALCONY DOOR SILL DETAIL
3" = 1'-0" 4 WALL BASE AT BALCONY
3" = 1'-0" 5 WEEP SCREED DETAIL
EXHIBIT 3
PC
PC
PC
PC
PC
PC
B1B1B1B1B1
B1
B1
B1B1B1B1B1B1B1B1B1B1B1B1B1
B1
B1
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC

M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M RI
RI
RI
RI
RI
RI
RI
KR
KR
KR
KR
KR
KR
KR
KR
KR
KR

KR LCLCLC
LC
LC
LC
LC
LC
LC
LC
LV
LV
LVLV
LVLV
LO
LO
LO
LO
LO
LO
LO
LO

YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YPYP YP YP YPYP

LVLVLVLVLV
LV
LV

LV LV LV LV LVLV
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA

SASASASASASASA
GB
GB
GB
GB
GB
GB
GB
GB

GB GB GB GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
B1B1B1B1B1B1B1B1
B1
B1
B1B1
B1

HY HY HY

HY HY HY
LC
KR
KR
KR
KR
KR
LC
LC
LC
GB
GB
GB
GB
GB
GB
GB
GB
LO
LO
LO
LOLOLO
LOLOLO
LO
LO
LOLOLO
LOLOLO

RP RP RP
RP

RP RP RP
RP
RP RP
RP

RP RP RP
RP
RP

RIRI RIRI
B1B1 B1B1
SA
SA
SA
SA
SA

SASASASASASASA

WHITEHAVEN TERRACE

STATEMENT OF COMPLIANCE

THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY OF GLENDALE, CA.

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.

THE LANDSCAPING AND IRRIGATION WILL BE INSPECTED AND CERTIFIED IN

WRITING, WITH A CERTIFICATE OF SUBSTANTIAL COMPLETION, BY THE PROJECT

LANDSCAPE ARCHITECT, RYAN DRNEK, THAT THE INSTALLATION SUBSTANTIALLY

CONFORMS TO THE APPROVED PLAN PRIOR TO A FINAL LANDSCAPE INSPECTION OR OCCUPANCY BEING REQUESTED.

I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE.

12.17.2024

SIGNATURE DATE
NORTHSCALE: 3/16” = 1’-0”
20'0' 10'5' 15’
12:20 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

PROJECT LOCATION

PROJECT INFORMATION
OWNERS
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]

PROJECT LOCATION
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
APN: 5649-006-014
TRACT: 21941
LOT: 48
ZONE: R1R III
LOT AREA: 11,770 S.F.

LANDSCAPE ARCHITECT

SODDER STUDIO
12405 VENICE BLVD. #275
LOS ANGELES, CA 90066
P. 310.795.7994
E. [email protected]

SCOPE OF WORK

THIS PROJECT WILL COMPLETELY RENOVATE THE EXISTING LANDSCAPE OF A SINGLE FAMILY HOME IN GLENDALE, CALIFORNIA.

THE SCOPE OF WORK WILL INCLUDE DEMOLITION, GRADING AND DRAINAGE IMPROVEMENTS PRIOR TO INSTALLATION OF THE NEW LANDSCAPE.

SEE THE ARCHITECT AND ENGINEER'S DRAWINGS.

LANDSCAPE CONSTRUCTION WILL INCLUDE WALLS, FENCES, CURBS, DRIVEWAY

PAVING, WALKWAY PAVING, STEPS, LANDINGS, FIRE PIT, OUTDOOR DINING COUNTER WITH APPLIANCES, PLANTERS AND HEADERBOARD.

INSTALLATION OF A NEW IRRIGATION SYSTEM, TREES, SHRUBS, GROUNDCOVERS, MULCH, CONTAINERS AND LOW VOLTAGE LIGHTING.

POOL, SPA AND HANDRAIL DESIGNS ARE TO BE SUPPLIED BY OTHERS.

THE CONTRACTOR IS TO VERIFY THE SCOPE OF WORK AND NOTIFY THE OWNER OF

ANY PROPOSED CHANGES OR ADDITIONAL WORK REQUIRED FOR PROJECT COMPLETION.

LANDSCAPE CONCEPT PLAN
(E) WALLS WITH NEW STUCCO FINISH

LANDSCAPE DESIGN
BGLA

BRYAN GARRENE, LANDSCAPE ARCHITECT
P. 310.701.6989
E. [email protected]

ARCHITECT
HAROUT AKOPIAN C-37146
3786 LA CRESCENTA AVE. UNIT 201
GLENDALE, CA 91208
P. 818.818.9636
E. [email protected]

STRUCTURAL ENGINEER

ARMEN MARTIROSSYAN

ARPA TECHNOLOGY GROUP
635 N. COLORADO BLVD.

GLENDALE, CA 91204
P. 818.434.1708
E. [email protected]

LOMPOC COBBLESTONE
36" BOX FRUITLESS OLIVE TREE

ENTRY WALK WITH LIMESTONE

PAVING AND STEPS

BOXWOOD GLOBES

CONCRETE

STEPPING STONE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

TURF EDGE
LAWN

CONCRETE DRIVEWAY
72" BOX OLIVE TREE
LAWN
SPA
47 S.F.

POOL
370 S.F.
36" BOX FRUITLESS OLIVE TREE

PASS THRU COUNTER
6'-0" TALL SIDE YARD

FENCE AND GATE
24" BOX FRUITLESS OLIVE TREE
LAWN

DECORATIVE POT

DECORATIVE POT

TRASH AREA WITH CONCRETE PAVING
6'-0" TALL WOOD GATE AT SIDE YARD

EXISTING PROPERTY LINE WALL & COLUMNS

CONCRETE STEPPING STONES

OUTDOOR KITCHEN WITH APPLIANCES
24" BOX FRUITLESS OLIVE TREE

EXISTING TREES TO REMAIN

EXISTING LANDSCAPE TO REMAIN

PLANTER WALL WITH BENCH SEAT

FIRE PIT WITH LAVA ROCK AND FIRE BALLS

LIMESTONE PAVING

CONCRETE PAVING

RETAINING WALL

LIMESTONE PAVING

SITE INFORMATION
DESCRIPTION AREA % SITE!
TOTAL SITE 11,770 S.F.

RESIDENCE 3,593 S.F. 30.5%
HARDSCAPE 2,971 S.F. 25%
POOL 421 S.F. 3.5%
PLANTING AREA 5,251 S.F. 44.6%

RETAINING WALL WITH GLASS RAILING
STEPS
STEP
STEP
STEP
STEP

OUTDOOR SHOWER

WHITEHAVEN TERRACE

OLD PHILLIPS RD

GREENBRIAR RD

LANDSCAPE

TITLE SHEET
L0.01
01 OF 13
EXHIBIT 3
12:20 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

GENERAL
NOTES
L0.02
02 OF 13
I. CONTRACTOR'S CONSTRUCTION WORK RESPONSIBILITIES:

A. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION AND

SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.

B. CONFORMANCE: ALL CONSTRUCTION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/ OR STATE CODES, REGULATIONS AND RULES.

C. LICENSE: ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR.

D. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED.

E. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN’S COMPENSATION, PUBLIC LIABILITY AND

PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS AND THE OWNER (JOB SUPERINTENDENT).

F. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE

JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER (JOB SUPERINTENDENT) IMMEDIATELY.

G. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT

ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.

H. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS ACTIVITIES WITH ALL OTHER TRADES THROUGH THE OWNER (JOB SUPERINTENDENT).

I. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHER MEANS,

ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FOR APPROVAL BY THE POWER AND/OR LANDSCAPE ARCHITECT.

J. NOTIFICATION OF DESCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE

CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE CONTRACT DOCUMENTS AND/OR THE

DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA

SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR’S RISK AND EXPENSE.

K. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION,

IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER.

L. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT,

PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING BY THE OWNER.

N. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL BE ON THE CONTRACTOR’S LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA CONTRACTOR’S LICENSE NUMBER.

II. OWNER’S CONSTRUCTION WORK RESPONSIBILITY
A. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL CONSTRUCTION INSPECTIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY

THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT) TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTED.

B. DETERMINING LEGAL AND PHYSICAL ELEMENTS: OWNER SHAL BE RESPONSIBLE FOR DETERMINING

PROPERTY LINES, RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE

AND BELOW GRADE) ANY OTHER LEGAL OR PHYSICAL ELEMENTS, AS REQUIRED, FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION.

C. ROUGH GRADE: OWNER SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT OF FINISHED GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT.

D. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. IT IS THE OWNER’S RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY

UNREPORTED DISCREPANCIES AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND LANDSCAPE ARCHITECT SHALL BE AT THE CONTRACTOR’S RISK AND EXPENSE.

E. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND

SPECIFICATION, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS SHALL BE DECIDED BY THE OWNER AND LANDSCAPE ARCHITECT CONCURRENTLY.

III. LANDSCAPE ARCHITECT’S CONSTRUCTION FIELD OBSERVATION SCHEDULE:

A. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR’S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR’S EXPENSE. THE OWNER SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE.

B. CONTRACTOR ORIENTATION/ PRE-CONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE

SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT CONSTRUCTION WORK SUCH AS PERSONNEL, SCHEDULE AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, CONTRACTOR SHALL THOROUGHLY ACQUAINT THEMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS.

C. CONSTRUCTION STAKING AND LAYOUT OBSERVATION: THIS OBSERVATION SHALL BE PERFORMED AFTER ALL CONSTRUCTION ELEMENTS, FLOW LINES AND FINISH GRADES HAVE BEEN LOCATED IN THE FIELD, BUT PRIOR TO FORMING OR EXCAVATING.

D. ROUGH CONSTRUCTION PROGRESS OBSERVATION: THIS OBSERVATION SHALL BE PERFORMED AFTER ALL FORMING,

EXCAVATION, REINFORCING STEEL AND STRUCTURAL STEEL WORK HAS BEEN COMPLETED, BUT PRIOR TO PLACEMENT OF ANY CONCRETE.

E. PROGRESS/INSTALLATION INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY THE OWNER DURING CONSTRUCTION OPERATIONS TO INSURE CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.

F. FINAL OBSERVATION/PROJECT CERTIFICATION: THIS OBSERVATION VISIT WILL BE PERFORMED TO REVIEW ALL ASPECTS OF THE CONTRACTED WORK PRIOR TO RELEASING THE PROJECT TO THE OWNER.

IV. SCOPE OF LANDSCAPE CONSTRUCTION
C. CONCRETE AND MASONRY NOTES:

1. THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES.

2. NOTES AND DETAILS REFERENCES: THE FOLLOWING NOTES AND TYPICAL DETAILS REFERENCE APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE.

3. LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONCRETE CONTRACTOR. THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR.

4. UNIFORM BUILDING CODE: ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE.

5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY.

6. METHODS OF CONSTRUCTION: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE

AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.

7. SAFETY PROCEDURES: OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE LANDSCAPE ARCHITECT WILL

NOT INCLUDE REVIEW OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR THE FINISHED STRUCTURE.

8. SOILS REPORT: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE STRUCTURAL SOILS REPORT. THE STRUCTURAL SOILS REPORT IS HEREBY MADE A PART OF THESE DRAWINGS AND

THE RECOMMENDATIONS CONTAINED THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUM UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS.

9. SOILS COMPACTION: ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RE-COMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER.

10. INSPECTIONS: ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL.

11. SLEEVE COORDINATION: ALL PIPE SLEEVING FOR DRAINAGE, IRRIGATION AND ELECTRICAL SERVICE, BENEATH OR EMBEDDED

IN CONCRETE OR MASONRY WALLS SHALL BE COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS THROUGH THE OWNER AND APPROVED BY THE OWNER.

12. ROCK AND SAND SPECIFICATIONS: AGGREGATES FOR CONCRETE SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33.

13. AGGREGATES: AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-144 AND C-404.

14. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE V PER STRUCTURAL SOILS REPORT.

15. CONCRETE BLOCK: ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, GRADE N. MASONRY SHALL BE LIGHTWEIGHT UNIT FM = 1500 PSI.

16. MORTAR: MORTAR SHALL BE TYPE ’S’ MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/2 TO 1/4 PARTS LIME PUTTY TO 2 1/4 TO 3 TIMES THE QUANTITY OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND.

17. GROUT: GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAX. OF 2 PARTS GRAVEL.

18. TESTING: ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE OWNER UPON REQUEST.

19. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE IN CONTACT WITH SOIL, PROVIDE 4500 PSI CONCRETE WITH TYPE 5 CEMENT, MAXIMUM SLUMP OF 5” AND A MAXIMUM WATER-CEMENT RATIO OF 0.45 IN ALL CONCRETE.

20. REBARS: LAP ALL BARS IN CONCRETE A MINIMUM OF THIRTY SIX (36) TIMES THE DIAMETER OF THE REINFORCING BAR (2’-6” MIN.) AT ALL SPLICES. LAP ALL BARS IN MASONRY A MINIMUM OF FORTY (40) TIMES THE DIAMETER OF THE REINFORCING BAR (2’-6” MIN.) AT ALL SPICES, UNLESS NOTED OTHERWISE. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40, #4 AND SMALLER AND ASTM 1615, GRADE 60, #5 AND LARGER.

21. DOWELS: DOWELS FOR WALLS SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE REINFORCING BAR AS NOTED ABOVE UNLESS NOTED OTHERWISE.

22. SECURE INSERTS: ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED.

23. WELDING: WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING PROPER LOW HYDROGEN ELECTRODES.

24. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE:

SLABS ON EARTH - CENTER OF SLAB
CONCRETE BELOW GRADE, FORMED - 2”
CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH)……3”

25. GROUTING: ALL MASONRY SHALL BE REINFORCED GROUTED SOLID MASONRY UNLESS NOTED OTHERWISE. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4”

26. SPECIFICATION TESTING: SEE STRUCTURAL ENGINEERING CALCULATIONS TEST AND/OR INSPECTION REQUIREMENTS.

27. FIELD TESTING: CONTINUOUS INSPECTION SHALL BE PROVIDED BY A TESTING LAB FOR ALL FIELD WELDING, CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF 2,500 PSI OR GREATER AND CAISSONS. MASONRY SHALL HAVE CONTINUOUS INSPECTION WHERE NOTES ARE CALLED FOR IN DRAWINGS.

28. FOOTINGS: FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS.

29. BACKFILL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLAN, FINISH

GRADING FOR RUN-OFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE, WATERPROOFING ALL WALLS BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. RELATIVELY NON-EXPANSIVE FILL SHALL BE USED IN BACKFILLING BEHIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION.

30. PLASTER: PRECISION BLOCK WALLS AS NOTED ON THE PLANS AND DETAILS SHALL RECEIVE BROWN COAT (3/8” THICK MIN.) APPLIED AS NOTED: 1 PART PORTLAND CEMENT, 1/4 PART HYDRATED LIME, 4 PARTS SAND 16/20, AND 3 OZ. BY WEIGHT PER SACK OF ANTI-SHRINKAGE AGENT. FOLLOW WITH COLOR FINISH COAT - 1/8” THICK.

PORTLAND CEMENT PLASTER - MIX WITH WATER PER MANUFACTURER’S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR PLASTER APPLIED TO WALLS.

31. PLASTER FINISH: ALL PLASTER FINISHES AND COLORS SHALL MATCH REFERENCE ARCHITECTURE OR AS DIRECTED BY OWNER.

APPLY A SAMPLE AREA FINISH PLASTER COAT OF 4’ X 4’ FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH BALANCE OF PLASTER WORK. PLASTER TEXTURES, TO MATCH FINISH ON BUILDINGS IN APPEARANCE AND COLOR. VERIFY WITH OWNER FOR PLASTER COLOR AND FINISH.

32. WATER SEAL: APPLY NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS APPROVED BY THE OWNER.

33. FINISH: CONCRETE COLORS AND FINISHES SHALL BE PER CONSTRUCTION PLANS. COLORS AS SPECIFIED ON THE CONSTRUCTION PLAN SHALL BE OF THE INTEGRAL TYPE UNLESS NOTED OTHERWISE.

34. SAMPLES: PROVIDE THE OWNER WITH A 2’ X 2’ SAMPLE OF ALL CONCRETE AS NOTED ON THE PLANS. SAMPLES SHALL BE APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT AT THE SITE PRIOR TO POURING FLATWORK.

35. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL BE A MINIMUM OF 4” THICK. NOSE ALL EDGES AS SHOWN ON THE DETAILS.

36. SLOPE WALKS TO DRAINS (SEE THE CIVIL DRAWINGS). ALL CONCRETE FLATWORK SHALL SLOPE TO DRAIN AT A MINIMUM OF 1% IN THE DIRECTION OF SITE DRAINAGE AS INDICATED ON THE CIVIL ENGINEER’S DRAWINGS.

37. COLD JOINTS: CONCRETE CONSTRUCTED FROM THE PLANS SHALL MEET ALL ENGINEER’S AND ARCHITECT’S WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, AND TOPS OF CURBS, ETC. FLUSH.

38. EXPANSION JOINTS: EXPANSION JOINTS SPACING IN CONCRETE WALKS OCCURS AT ALL CHANGES IN DIRECTION AND SHALL NOT EXCEED A MAX. SPACING OF 10’-0” ON CENTER. EXPANSION JOINT MATERIAL SHALL BE AS APPROVED BY THE OWNER.

39. NOTE: FOR ALL CONCRETE IN CONTACT WITH SOIL, PROVIDE 4500 PSI CONCRETE WITH TYPE V CEMENT, MAX. SLUMP OF 5:

AND MAX. WATER-CEMENT RATIO OF 0.45 IN ALL CONCRETE UNLESS GEOTECHNICAL ENGINEER DETERMINES THAT SOIL SULFATE EXPOSURE IS NEGLIGIBLE PER UBC TABLE 19-A-4. (2500 PSI DESIGN STRENGTH, THEREFORE CONTINUOUS INSPECTION NOT REQWUIRED, EXCEPT AT CAISSONS.)

LANDSCAPE CONSTRUCTION NOTES
EXHIBIT 3

STATEMENT OF COMPLIANCE

THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY OF GLENDALE, CA.

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.

THE LANDSCAPING AND IRRIGATION WILL BE INSPECTED AND CERTIFIED IN

WRITING, WITH A CERTIFICATE OF SUBSTANTIAL COMPLETION, BY THE PROJECT

LANDSCAPE ARCHITECT, RYAN DRNEK, THAT THE INSTALLATION SUBSTANTIALLY

CONFORMS TO THE APPROVED PLAN PRIOR TO A FINAL LANDSCAPE INSPECTION OR OCCUPANCY BEING REQUESTED.

I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE.

12.17.2024

SIGNATURE DATE
NORTHSCALE: 3/16” = 1’-0”
20'0' 10'5' 15’
12:21 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

CONSTRUCTION
PLAN
L1.00
03 OF 13
NO. SYMBOL DESCRIPTION
01 COBBLESTONE PAVING SET ON TRAFFIC LOAD BASE
MATERIAL: LOMPOC COBBLE
DETAIL: #01 & 07, SHEET L1.10
02 CONCRETE PAVING @ DRIVEWAY
COLOR: INTEGRAL, TO BE SELECTED BY OWNER
FINISH: MEDIUM ACID WASH
DETAIL: #01, 02 & 04, SHEET L1.10
03 TURF GRASS @ DRIVEWAY
SEE THE PLANTING PLAN, SHEET L3.00
04 PEDESTRIAN LOAD CONCRETE PAVING
COLOR: INTEGRAL, TO BE SELECTED BY OWNER
FINISH: MEDIUM ACID WASH
DETAIL: #02, SHEET L1.10
05 CONCRETE STEPPING STONE
COLOR: INTEGRAL, TO BE SELECTED BY THE OWNER
FINISH: MEDIUM ACID WASH
DETAIL: #08, SHEET L1.10
06 STONE TILE PAVING
MATERIAL: LIMESTONE TO BE SELECTED BY OWNER
DIMENSIONS: 2’ X 4’
FINISH: BRUSHED
DETAIL: #03, SHEET L1.10
07 PLANTING AREA WITH 3” LAYER OF MULCH.

SEE THE PLANTING PLANS, SHEET L3.00
08 TURF GRASS
SEE THE PLANTING PLAN, SHEET L3.00
09 TREE PLANTING LOCATION, TYPICAL.

MAINTAIN UTILITY CLEARANCES.

SEE THE PLANTING PLAN, SHEET L3.00
10 STONE STEP TREADS WITH BRUSHED FINISH
11 EXISTING WALLS WITH NEW STUCCO FINISH TO MATCH THE RESIDENCE.

COLOR: TO BE SELECTED BY THE OWNER.
12 SIDE YARD ACCESS GATE WITH SELF-CLOSING, SELF-LOCKING POOL SAFETY DEVICE.
13 2’-6” TALL CMU RETAINING WALL WITH STUCCO FINISH AND CAP CAP: COLORED CONCRETE TO MATCH ARCHITECTURE
STUCCO: COLOR AND FINISH TO MATCH RESIDENCE
14 3’-6” TALL C.I.P. RETAINING WALL WITH VENEER AND CAP VENEER: STONE OR BRICK TO BE SELECTED BY THE OWNER
CAP: COLORED CONCRETE TO MATCH ARCHITECTURE
15 5’-0” TALL MAXIMUM HEIGHT RETAINING WALL WITH 3’-6” GLASS RAILING FINISH: STUCCO FINISH TO MATCH RESIDENCE
16 RAISED SPA WITH 1’-6” TALL SIDES AND WATER WEIR

DESIGN SUBMITTAL BY OTHERS
FINISH: ZELLIGE TILES TO BE SELECTED BY OWNER.
17 POOL WITH ZELLIGE TILES @ WATERLINE AND DIAMOND BRITE PLASTER.

COPING: LIMESTONE TO BE SELECTED BY OWNER.
18 OUTDOOR KITCHEN WITH APPLIANCES
DETAIL: #01 - 04, SHEET L1.11
COUNTERS: TO BE SELECTED BY THE OWNER.

APPLIANCES: TO BE SELECTED BY THE OWNER.
19 EXISTING 6’-0” TALL CHAINLINK FENCE TO REMAIN.
20 PASS-THROUGH BAR WITH COUNTERTOP & BIFOLD WINDOW
DESIGN PER THE ARCHITECTURE DRAWINGS.
21 EXISTING WALLS WITH NEW STUCCO FINISH TO MATCH RESIDENCE 22 6’-0” TALL WOOD FENCE WITH NEW STAINED FINISH.

COLOR: TO BE SELECTED BY THE OWNER
23 RAILROAD TIE STEPS FOR SLOPE MAINTENANCE ACCESS.
24 DECORATIVE POT WITH DRAINAGE HOLE AND IRRIGATION.

POTS TO BE SELECTED BY THE OWNER.

CONTRACTOR IS TO PROVIDE AREA DRAINS BENEATH ALL CONTAINERS 25 EXISTING EDGE OF POOL DECK PAVING
26 PROPERTY LINE
27 FAMOSA FIREPIT TABLE WITH PROTECTIVE GLASS WIND SCREEN SOURCE: COOKE FURNITURE
28 BENCH SEAT
SEE DETAIL #07, SHEET L1.10
29 OUTDOOR SHOWER WITH STONE PAVING, 4” CURB PEBBLE EDGE BASIN, EXPOSED COPPER PIPING, DRAIN, HOT & COLD WATER.

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TW 1112
BW 1110
TW 1112
BW 1110
1112
1114
47 S.F.
370 S.F.

EXHIBIT 3

STATEMENT OF COMPLIANCE

THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY OF GLENDALE, CA.

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.

THE LANDSCAPING AND IRRIGATION WILL BE INSPECTED AND CERTIFIED IN

WRITING, WITH A CERTIFICATE OF SUBSTANTIAL COMPLETION, BY THE PROJECT

LANDSCAPE ARCHITECT, RYAN DRNEK, THAT THE INSTALLATION SUBSTANTIALLY

CONFORMS TO THE APPROVED PLAN PRIOR TO A FINAL LANDSCAPE INSPECTION OR OCCUPANCY BEING REQUESTED.

I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE.

12.17.2024

SIGNATURE DATE
NORTHSCALE: 3/16” = 1’-0”
20'0' 10'5' 15’
12:21 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

WHITEHAVEN TERRACE
4'-0"
2'-7 1/2"
5'-10"
3'-0"
1'-0"
3'-0" 3'-0"
3'-0"
19'-0"
4'-1 3/8"
5'-10"
3'-0"3'-9"
15'-3"
2'-0"
3'-6"
4'-6"
3'-0"
1'-9"
8'-0"
2'-0"
12'-6" 12'-3"12'-3"
9'-6"
3'-11"
9"
5'-0"
2'-6" 4'-0" 3'-6"
10'-0"
8'-0"
14'-0"
3'-0"
2'-0" 46'-6"
8'-4"12'-4" 86'-6"
20'-2" 9'-9 1/2"
1'-9" 14'-0"
13'-10"
7'-6"
2'-0"
2'-0"
2'-0"2'-0"
3'-2"
4'-0"
5'-0"
6'-6"
11'-0"
14'-0" 6'-6"
1'-6" 6'-0"
16'-10"
10'-10"5'-7"
2'-0"4'-4"6'-2"
10'-4"
8"
5'-8"
2'-0"
7'-4"
21'-3" 24'-0"
15'-10"
2'-9"11'-0"
117'-3"
21'-3"
18'-6"
17'-0"
3'-0"
4'-2" 2'-10"38'-7"
3'-0"
3'-4"4'-7"
3'-0"
3'-0"
3'-0" 1'-6"
3'-0"
9"
2'-4"

STAKING
PLAN
L1.01
04 OF 13
STAKING NOTE:

THE CONTRACTOR IS TO VERIFY ALL SITE, STRUCTURE AND
IMPROVEMENT DIMENSIONS PRIOR TO CONSTRUCTION.

NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES.

EXHIBIT 3

WHITEHAVEN TERRACE
F
C

IRRIGATION HYDROZONE SUMMARY
HYDROZONE TYPE AREA % TOTAL

0.10 LOW SHRUBS DRIP 2,920 S.F. 56%

0.40 MODERATE SHRUBS DRIP 1,161 S.F. 22%

0.80 HIGH TURF DRIP 1,170 S.F. 22%
TOTAL IRRIGATED AREA 5,251 S.F.

SCHEDULE 40 PVC, NON-PRESSURE LATERAL LINE. SIZE AS NOTED, 3/4" MIN. 3" SCHEDULE 40 PVC, LATERAL LINE SLEEVE
1 1/2" CLASS 315 MAINLINE
'RAINBIRD' LOW FLOW DRIP VALVE 'XC2-LF-100-PRF'
'RAINBIRD' 100-PGA REMOTE CONTROL VALVE
'RAINBIRD' 3/4" HOSE BIB
'RAINBIRD' FS100B - 1 1/2" BRASS FLOW SENSOR.
"RAIN BIRD" ESP-LXME2 - 36 STATION SMART CONTROLLER. WALL MOUNT IN WEATHER PROOF BOX. CONTRACTOR IS RESPONSIBLE FOR 120V POWER SUPPLY. INSTALL PER RAINBIRD RECOMMENDATIONS WITH RAIN SENSOR LOCATED ON ROOF.
'WATTS' LFWGV 1 1/2" GATE VALVE
1 1/2" FEBCO 825Y REDUCED PRESSURE ZONE ASSEMBLY.

INSTALL PER THE MANUFACTURER'S SPECIFICATIONS.

SYMBOL DESCRIPTION

IRRIGATION EQUIPMENT LEGEND
NOTE: ALL EQUIPMENT AND INSTALLATION METHODS ARE TO BE COMPLIANT WITH THE MANUFACTURER'S DESIGN DETAILS AND SPECIFICATIONS. THE CONTRACTOR IS TO

INSTALL PRESSURE REDUCTION DEVICES, AS NECESSARY, TO MEET EQUIPMENT SPECIFICATIONS.

F
C
DRIP IRRIGATION - ALL EQUIPMENT SPECIFIED FOR 30 PSI MIMUM. - AIR RELIEF AND FLUSH VALVES (NOT SHOWN) ARE TO BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.

DRIPLINE 'RAINBIRD' XF SERIES SUBSURFACE INSTALLATION
ROWS: 12" O.C. EMITTERS: 12" O.C.

FLOW: 0.6 GPH MODEL #: XF-06-12

DRIPLINE 'RAINBIRD' XFD TUBING
WITH XB-10PC DRIP EMITTERS AT EACH ROOTBALL
FLOW : 0.5 GPH
BUBBLERS - ALL EQUIPMENT SPECIFIED FOR 25 PSI MIMUM.
- INSTALL HENDRICKSON BROS. 'FLD500 BREAK AWAY FLOW LIMITING DEVICE' ON ALL ROTOR SPRINKLERS.

BUBBLER "RAINBIRD" RWS-B-C-1402 ROOT BUBBLER
FLOW: 0.50 GPM
1/2" COPPER RISER WITH BUBBLER NOZZLE AT CONTAINER PLANT.

NO. AREA (S.F.) GPM TYPE H2O HYDROZONE
01 174 DRIP 0.10 LOW
02 335 DRIP 0.40 MODERATE
03 N/A BUBBLERS 0.40 MODERATE
04 517 DRIP 0.10 LOW
05 329 DRIP 0.80 HIGH
06 187 DRIP 0.10 LOW
07 1,881 DRIP 0.10 LOW
08 161 DRIP 0.10 LOW
09 184 DRIP 0.40 MODERATE
10 90 DRIP 0.40 MODERATE
11 491 DRIP 0.80 HIGH
12 307 DRIP 0.40 MODERATE
13 245 DRIP 0.40 MODERATE
14 350 DRIP 0.80 HIGH

VALVE LEGEND
IRRIGATION NOTES SHEET L2.10
IRRIGATION DETAILS SHEET L2.10 - L2.11
WATER USE CALCULATIONS SHEET L5.00

IRRIGATION INFORMATION

WATER SUPPLY INFORMATION
SEE THE TITLE SHEET L0.01
1/2" DIA. COPPER RISERS WITH

BUBBLER FOR CONTAINER PLANTS

CONTRACTOR TO VERIFY POINT

OF CONNECTION LOCATION,

SUPPLY AND PRESSURE
1" IN 3" SLEEVE
1" IN
3" SLEEVE
3/4" IN
3" SLEEVE

CONNECT TO EXISTING
IRRIGATION LATERAL LINE. VERIFY
EMITTER COVERAGE. REPAIR AS
NEEDED FOR FULL COVERAGE.

IRRIGATION
PLAN
L2.00
07 OF 13
01 02
03 04050608 07
10 11
12 14
09 13
TOTAL LANDSCAPE AREA 5,672 S.F.

PLANT FACTOR HYDROZONE TYPE AREA

0.10 LOW SHRUBS DRIP 2,920 S.F

0.40 MODERATE SHRUBS DRIP 1,161 S.F.

0.80 HIGH TURF GRASS DRIP 1,170 S.F.

1.00 HIGH POOL & SPA N/A 421 S.F.

MAXIMUM APPLIED WATER ALLOWANCE = (ETO) (0.62) [0.55 X LA] MAWA = (43.7) (0.62) x [.55 x 5,672]+((1-0.55) x SLA)]
MAWA = (27.094) x (3,119.6)
MAWA = 84,522 GALLONS PER YEAR
ESTIMATED TOTAL WATER USE = (ETO x 0.62) [PF x HA)/IE + SLA] = (43.7 x 0.62) [PF x HA)/IE + SLA]

0.10 LOW USE SHRUBS
ETWU = (27.094)[2,920 x .10)/.81] = 9,767 GALLONS PER YEAR

0.40 MODERATE USE SHRUBS
ETWU = (27.094)[1,161 x .40)/.81] = 15,533 GALLONS PER YEAR

0.60 HIGH USE TURF
ETWU = (27.094)[1,170 x .80)/.81] = 31,308 GALLONS PER YEAR

1.00 WATER FEATURES
ETWU = (27.094)[421 x 1.00) = 11,406 GALLONS PER YEAR
ESTIMATED TOTAL WATER USE = 68,014 GALLONS PER YEAR

SUMMARY

THE SCOPE OF THIS PROJECT COMPLIES WITH THE STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) AS REQUIRED FOR NEW LANDSCAPING.

EXISTING SITE IRRIGATION AND PLANTINGS BEYOND THE SCOPE OF THIS PROJECT ARE TO REMAIN IN PLACE.

WATER BUDGET CALCULATIONS

STATEMENT OF COMPLIANCE

THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY OF GLENDALE, CA.

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.

THE LANDSCAPING AND IRRIGATION WILL BE INSPECTED AND CERTIFIED IN

WRITING, WITH A CERTIFICATE OF SUBSTANTIAL COMPLETION, BY THE PROJECT

LANDSCAPE ARCHITECT, RYAN DRNEK, THAT THE INSTALLATION SUBSTANTIALLY

CONFORMS TO THE APPROVED PLAN PRIOR TO A FINAL LANDSCAPE INSPECTION OR OCCUPANCY BEING REQUESTED.

I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE.

12.17.2024

SIGNATURE DATE
NORTHSCALE: 3/16” = 1’-0”
20'0' 10'5' 15’
12:35 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024
EXHIBIT 3
12:35 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

IRRIGATION

DETAILS
L2.10
08 OF 13

RAIN SENSOR

22. 23.

24. 25.

26. 27.

28. 29.

30. 31.

32. 33.

34. 35.

36. THIS IRRIGATION DESIGN PLAN IS DIAGRAMMATIC, AND THE LAYOUT MAY NOT BE PRECISE. THE

CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES IN HEAD PLACEMENT, AND SPRINKLER ARC AND DISTANCE ADJUSTMENTS, TO MINIMIZE OVERSPRAY AND PROVIDE 100% COVERAGE IN ALL PLANTED AREAS. NOTE THAT THIS MAY INVOLVE ADJUSTING OR CHANGING SPRINKLER NOZZLES, INSTALLING

PRESSURE COMPENSATING SCREENS ON SPRAY HEADS, ADJUSTING THE REMOTE CONTROL VALVE FLOW CONTROL, CHANGING SPRINKLER BODIES, ETC., AS NECESSARY.

REVIEW THE PLANTING PLANS PRIOR TO IRRIGATION SYSTEM TRENCHING OR HEAD INSTALLATION TO AVOID INTERFERENCE WITH PLANTING PATTERNS. TREES AND SHRUBS MAY BE PLANTED IN RESTRICTED AREAS, AND OFTEN WITH EQUAL SPACING AND/OR PRECISE ALIGNMENT. THESE PLANTING PATTERNS ARE TO BE CONSIDERED IN ESTABLISHING THE IRRIGATION LAYOUT.

AREAS WHERE NEW IRRIGATION SYSTEMS ARE TO INSTALLED ARE TO BE REVIEWED AND VERIFIED BY THE PROJECT MANAGER AND LANDSCAPE ARCHITECT FOR ACCURACY OF SIZE AND CONFIGURATION.

IF DISCREPANCIES ARE FOUND, NOTIFY THE LANDSCAPE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

VERIFY THAT ALL IRRIGATION ASSEMBLIES WILL CONFORM WITH THE SITE-WORK AND PLANTER CONDITIONS PRIOR TO ORDERING ANY PRE-ASSEMBLED EQUIPMENT FROM THE MANUFACTURER. THE

INSTALLATION MAY BE MODIFIED IF NECESSARY, WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT, TO AVOID OBSTACLES, CROWDED SITUATIONS, AND SHALLOW PLANT PIT DEPTHS.

IRRIGATION SYSTEMS SHALL BE DESIGNED AND INSTALLED TO AVOID OVERSPRAY AND RUNOFF.

VALVES SHALL BE SEPARATED FOR INDIVIDUAL HYDRO-ZONES BASED ON PLANT WATER NEEDS AND SUN OR SHADE REQUIREMENTS.

WATER BUDGET CALCULATIONS (SECTION 15.54.030.J. ABOVE) SHALL BE SHOWN ON THE IRRIGATION PLANS.

AN AUTOMATIC IRRIGATION SYSTEM IS REQUIRED AND SHALL INCLUDE A WEATHER-BASED IRRIGATION CONTROLLER, INCLUDING A RAIN SHUT-OFF SENSOR.

AREAS LESS THAN EIGHT FEET WIDE SHALL BE IRRIGATED WITH APPROPRIATELY SELECTED

EQUIPMENT THAT PROVIDES THE PROPER AMOUNT OF WATER COVERAGE WITHOUT CAUSING OVERSPRAY ONTO ADJACENT SURFACES.

ALL SPRINKLERS SHALL HAVE MATCHED PRECIPITATION RATES WITHIN EACH VALVE AND CIRCUIT. ALL

IRRIGATION SYSTEMS SHALL BE DESIGNED TO INCLUDE OPTIMUM DISTRIBUTION UNIFORMITY, HEAD TO HEAD SPACING, AND SETBACKS FROM WALKWAYS AND PAVEMENT.

ALL IRRIGATION SYSTEMS SHALL PROVIDE CHECK VALVES AT THE LOW END OF THE IRRIGATION LINES TO PREVENT UNWANTED DRAINING OF IRRIGATION LINES.

PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.

CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR.

A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.

CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER FO THE

LANDSCAPE PLANS, THE SIGNER FO THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.

AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.

IRRIGATION SPECIFICATIONS

ALL IRRIGATION SYSTEMS SHALL BE ZONED TO TAKE INTO ACCOUNT PREVAILING WINDS, DEGREE OF SLOPE, TYPE

OF SOIL, ORIENTATION OF THE SITE, SEASON, INSOLATION, TYPE OF VEGETATION TO BE IRRIGATED, TYPE OF

IRRIGATION APPLICATION EQUIPMENT AND SUCH OTHER DESIGN INFORMATION AS THE DEPARTMENT MAY REQUIRE. THESE DESIGN CONSTRAINTS, AND ANY OTHERS THAT MAY BE SPECIFIC TO THE SITE, SHALL BE CLEARLY INDICATED ON ALL IRRIGATION DOCUMENTS.

ALL IRRIGATION SYSTEMS SHALL BE DESIGNED TO MINIMIZE IRRIGATION OF ANY UNPLANTED SURFACE, AND TO MINIMIZE DRAINAGE OF WATER ONTO ANY PAVED SURFACE.

ALL EQUIPMENT IRRIGATING WALKABLE SURFACES SHALL BE INSTALLED FLUSH TO GRADE.

NO EQUIPMENT SHALL BE INSTALLED CLOSER THAN 12 INCHES TO ANY PAVED SURFACE, UNLESS SEPARATED FROM THE PAVED SURFACE BY A WALL, FENCE, CURB, OR SIMILAR BARRIER, OR INSTALLED UNDERGROUND.

ANY HEAD LOCATED LOWER THAN THE ELEVATION OF ITS CONTROLLING VALVE AND DRAINING MORE THAN 20 FEET OF PIPE SHALL BE EQUIPPED WITH A DEVICE THAT PREVENTS DRAINAGE OF WATER THROUGH THE HEAD.

SYSTEMS SHALL BE DESIGNED TO THE LOWEST RESIDUAL PRESSURE AVAILABLE, AND SUCH PRESSURE SHALL BE INDICATED IN THE IRRIGATION DOCUMENTS.

PRESSURE AT ANY POINT WITHIN A SECTION SHALL NOT VARY MORE THAN 20 PERCENT OR 20 PSI FROM THE DESIGN OUTLET OPERATING PRESSURE, UNLESS PRESSURE COMPENSATING DEVICES ARE USED.

IN SLOPE INSTALLATIONS OVER 5 PERCENT, IRRIGATION SYSTEMS SHALL BE DESIGNED TO PROVIDE NO MORE THAN 3/10 INCH WATER PER HOUR AT ANY POINT ON THE PLANTED SLOPE, OR NOT MORE THAN THE SOIL INFILTRATION RATE, WHICHEVER IS LESS. SYSTEMS MAY ACHIEVE THIS RATE BY CYCLING, BUT IN ANY CASE THE OPERATING CYCLE SHALL NOT BE OF SUCH LENGTH THAT WATER IS ALLOWED TO RUN OFF THE SLOPE.

ADEQUATE BACKFLOW PROTECTION SHALL BE INSTALLED IN EACH IRRIGATION SYSTEM.

A FUNCTIONAL TEST OF THE IRRIGATION SHALL BE PERFORMED BY THE INSTALLER FOR EVERY IRRIGATION SYSTEM PRIOR TO APPROVAL BY THE DESIGNER.

REQUIREMENTS BY THE DEPARTMENT OF CITY PLANNING FOR IRRIGATION SYSTEMS SHALL BE NOT CONSTRUED AS PROHIBITING OTHER CITY DEPARTMENTS FROM REQUIRING APPROVAL OF IRRIGATION SYSTEMS. IN THE CASE OF CONFLICTS BETWEEN THESE REQUIREMENTS, THE MORE RESTRICTIVE SHALL CONTROL.

MANAGEMENT PLAN.

A. A MANAGEMENT PLAN FOR THE SYSTEM, AS SPECIFIED BY THE DEPARTMENT OF CITY PLANNING, EMPHASIZING

WATER CONSERVATION, SHALL BE INCLUDED WITH ALL IRRIGATION SYSTEMS DOCUMENTATION, AND IF AN

AUTOMATIC CONTROLLER IS USED, A COPY OF THE PLAN SHALL BE PERMANENTLY AFFIXED TO THE CONTROLLER OR TO A SURFACE IMMEDIATELY ADJACENT TO IT.

B. THE WATER MANAGEMENT PLAN SHALL INCLUDE AT LEAST THE FOLLOWING FOR ALL CIRCUITS IN THE IRRIGATION SYSTEM:
-RECOMMENDED WATERING DURING PLANT ESTABLISHMENT
-RECOMMENDED SUMMER WATERING AFTER PLANT ESTABLISHMENT
- RECOMMENDED WINTER WATERING AFTER PLANT ESTABLISHMENT.

EXISTING NATURAL PLANT COMMUNITIES, MAINTAINED IN A NATURAL STATE, SHALL NOT NORMALLY BE REQUIRED TO BE IRRIGATED. NEW NATURAL PLANT COMMUNITIES MAY BE REQUIRED TO BE IRRIGATED DURING ESTABLISHMENT.

ALL AUTOMATICALLY CONTROLLED IRRIGATION SYSTEMS SHALL INCLUDE A RAIN SENSING DEVICE.

WHEN THE ACTUAL MEASURED OR CALCULATED MINIMUM STATIC PRESSURE DOWNSTREAM OF ANY CONTROL VALVE IS BELOW 40 PSI, IRRIGATION SYSTEMS EXCEPT FOR DRIP OR OTHER LOW FLOW SYSTEMS SHALL INCLUDE COMPENSATING DESIGN OR EQUIPMENT MODIFICATIONS.

FOR ALL AREAS OVER 5 PERCENT IN SLOPE, GLOBE OR BALL VALVES SHALL BE LOCATED ON THE MAINLINE UPSTREAM FROM THE CONTROL VALVE AND ADJACENT TO THE SLOPE AREA. VALVES SHALL BE MARKED 'EMERGENCY SHUTOFF.'
SPRINKLER, ROTOR AND IMPACT HEAD SPACING SHALL BE DESIGNED TO ACHIEVE UNIFORMITY OF COVERAGE.

ANY APPLICATION FOR DISCRETIONARY APPROVAL OF A PROJECT LARGER THAN 40,000 SQUARE FEET OF FLOOR AREA AS DEFINED IN SECTION 12.03 OF THE LOS ANGELES MUNICIPAL CODE SHALL BE REQUIRED TO CONSIDER THE USE OF RECLAIMED WATER FOR IRRIGATION PURPOSES.

PRESSURE REGULATORS SHALL BE INSTALLED WHEN THE ACTUAL MEASURED OR CALCULATED MAXIMUM STATIC PRESSURE DOWNSTREAM OF ANY CONTROL VALVE EXCEEDS 80 PSI.

EXCEPTIONS: EXCEPTIONS TO WATER MANAGEMENT REQUIREMENTS MAY BE MADE IN THOSE INSTANCES WHERE IT IS PHYSICALLY IMPOSSIBLE TO ACCRUE THE POINTS REQUIRED. IN SUCH INSTANCES, THE APPLICANT SHALL

DEMONSTRATE THAT ALL PHYSICALLY POSSIBLE WATER MANAGEMENT TECHNIQUES AND FEATURES ALLOWED BY THE SITE WERE USED. THE DEPARTMENT MAY REQUIRE MINOR, INEXPENSIVE AND EASY DESIGN IMPROVEMENTS IF THEY ALLOW THE APPLICANT TO MEET THE POINT TOTALS. EXCEPTIONS SHALL NOT BE MADE SOLELY BY REASON THAT THE PROPOSED LANDSCAPE IS ON SLAB, OR IN CONTAINERS.

FOR THE PURPOSE OF LEGIBILITY, SOME IRRIGATION VALVES AND LINES ARE SHOWN IN PAVED AREAS. ALL

VALVES ARE TO BE LOCATED WITHIN PLANTED AREAS AND, WHEREVER POSSIBLE, LINES ARE TO BE ROUTED INSIDE (WITHIN 6" OF) THE EDGE OF PLANTED AREAS.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. CONTROLLER
12" MIN./
18" FOR
ROTORS18"
24"
24"
6" MIN.

MIN. 3" EARTH PAD

REMOTE CONTROL
WIRING W/ MIN.
18" COVER

IRRIGATION SUPPLY LINE
FOR SIZES 3" & SMALLER

FINISH GRADE LATERAL LINE SUB-GRADE PAVING

EXISTING SOIL

W/ NO ROCK

LARGER THAN
3/4"
HAND

BACKFILL

CONTROL WIRES

IRRIGATION PIPE
SLEEVE
SCH. 40 PVC

SEE SIZING CHART
BELOW
TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN. HORIZONTAL
CLEARANCE BETWEEN PARALLEL PIPES.

COMPACT TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS AND TO 90% COMPACTION IN PAVED AREAS.

NOTES:
•
•

TRENCHING AND SLEEVING DRIP IRRIGATION VALVE

POP-UP SPRAY

QUICK COUPLER

WIRE CONNECTION

SLEEVE INSTALLATION PIPE INSTALLATION VALVE BOX IDENTIFICATION BALL VALVE EXHIBIT 3
12:35 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

FLOW SENSOR

DRIP LINE LAYOUT
DRIP LINE RINGS AT TREES DRIP LAYOUT: IRREGULAR AREAS

DRIP AIR RELIEF VALVERESIDENTIAL CONNECTION SPARE WIRE BOX

FEBCO BACKFLOW

PGA SERIES REMOTE CONTROL VALVE

IRRIGATION

DETAILS
L2.11
09 OF 13
EXHIBIT 3
PC
PC
PC
PC
PC
PC
B1B1B1B1B1
B1
B1
B1B1B1B1B1B1B1B1B1B1B1B1B1
B1
B1
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC

M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M RI
RI
RI
RI
RI
RI
RI
KR
KR
KR
KR
KR
KR
KR
KR
KR
KR

KR LCLCLC
LC
LC
LC
LC
LC
LC
LC
LV
LV
LVLV
LVLV
LO
LO
LO
LO
LO
LO
LO
LO

YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YP YPYP YP YP YPYP

LVLVLVLVLV
LV
LV

LV LV LV LV LVLV
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA

SASASASASASASA
GB
GB
GB
GB
GB
GB
GB
GB

GB GB GB GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
B1B1B1B1B1B1B1B1
B1
B1
B1B1
B1

HY HY HY

HY HY HY
LC
KR
KR
KR
KR
KR
LC
LC
LC
GB
GB
GB
GB
GB
GB
GB
GB
LO
LO
LO
LOLOLO
LOLOLO
LO
LO
LOLOLO
LOLOLO

RP RP RP
RP

RP RP RP
RP
RP RP
RP

RP RP RP
RP
RP

RIRI RIRI
B1B1 B1B1
SA
SA
SA
SA
SA

SASASASASASASA

STATEMENT OF COMPLIANCE

THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY OF GLENDALE, CA.

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.

THE LANDSCAPING AND IRRIGATION WILL BE INSPECTED AND CERTIFIED IN

WRITING, WITH A CERTIFICATE OF SUBSTANTIAL COMPLETION, BY THE PROJECT

LANDSCAPE ARCHITECT, RYAN DRNEK, THAT THE INSTALLATION SUBSTANTIALLY

CONFORMS TO THE APPROVED PLAN PRIOR TO A FINAL LANDSCAPE INSPECTION OR OCCUPANCY BEING REQUESTED.

I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE.

12.17.2024

SIGNATURE DATE
NORTHSCALE: 3/16” = 1’-0”
20'0' 10'5' 15’
12:36 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

WHITEHAVEN TERRACE

PLANTING LEGEND
NOTE: SEE SHEET L3.10 FOR NOTES AND DETAILS. WUCOLS REGION: 3

TYPE BOTANICAL NAME SIZE QTY WATER PLANT MAX HEIGHT

SYM COMMON NAME USE FACTOR MAX WIDTH
TREES
C1 CITRUS TREE 24" BOX 4 MODERATE 0.40 10' TALL
Citrus species to be selected DWARF STOCK 10' WIDE
O1 SEVILLANO OLIVE TREE 96" BOX 1 LOW 0.10 25' TALL
Olea europea 100 YR. FIELD DUG 25' WIDE
O2 FRUITLESS OLIVE TREE 36" BOX 5 LOW 0.10 25' TALL
Olea europea 'Swan Hill' MULTI-TRUNK 25' WIDE
O3 FRUITLESS OLIVE TREE 24" BOX 3 LOW 0.10 15' TALL
Olea europea 'Swan Hill' MULTI-TRUNK 15' WIDE
P1 CAPITAL PEAR 36" BOX 2 MODERATE 0.40 20' TALL
Pyrus c. 'Capital' STANDARD 15' WIDE

SHRUBS & HEDGES
B1 BOXWOOD GLOBE 5 GALLON 39 MODERATE 0.40 2' DIA. GLOBE Buxus microphylla GLOBE
YP CALIFORNIA LILAC 5 GALLON 26 LOW 0.10 3' TALL X 8' WIDE Ceanothus g.h. 'Yankee Point'
HY WHITE HYDRANGEA 5 GALLON 6 MODERATE 0.40 5' TALL X 5' WIDE Hydrangea m. 'White'
LO SPANISH LAVENDER 5 GALLON 25 LOW 0.10 3' TALL X 3' WIDE Lavandula s. 'Otto Quast'
LC GOODWIN CREEK LAVENDER 5 GALLON 14 LOW 0.10 3' TALL X 3' WIDE Lavandula g. 'Goodwin Creek'
LV GROSSO FRENCH LAVENDER 5 GALLON 19 LOW 0.10 3' TALL X 3' WIDE Lavandula i. 'Grosso'
M LITTLE OLLIE DWARF OLIVE 5 GALLON 47 LOW 0.10 3' TALL X 3' WIDE Olea e. 'Montara'
KR KARLEY ROSE FOUNTAIN GRASS 5 GALLON 16 LOW 0.10 3' TALL X 3' WIDE Pennisetum orientale 'Karley Rose'
PC CAROLINA CHERRY 15 GALLON 64 MODERATE 0.40 HEDGE TO 8' TALL Prunus caroliniana STAKED x 3' WIDE
RI ICEBERG ROSE 5 GALLON 11 MODERATE 0.40 3' TALL X 3' WIDE Rosa 'Iceberg' SHRUB
RP TRAILING ROSEMARY 5 GALLON 16 LOW 0.10 18" TALL X 6' WIDE Rosmarinus prostratus
SA AUTUMN MOOR GRASS 1 GALLON 38 MODERATE 0.40 18" TALL X 18" WIDE Sesleria autumnalis
GB GREY BOX COAST ROSEMARY 5 GALLON 29 LOW 0.10 3' TALL X 3' WIDE Westringia 'Grey Box'

GROUNDCOVERS
BERKELEY SEDGE 1 GALLON 876 S.F. LOW 0.10 6" TALL
Carex tumulicola @ 15" O.C. x 12" WIDE
MARATHON SOD 2,588 S.F. HIGH 0.80 3" TALL

TURF GRASS
O1
O2
O3
O3
O2
O2
O2
O2
P1
O3
C1
C1
C1
C1

CONTAINERS WITH PLANTS
TO BE SELECTED, TYP.

CONTAINERS WITH PLANTS
TO BE SELECTED, TYP.

PLANTING
PLAN
L3.00
10 OF 13
EXHIBIT 3
12:36 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

PLANTING

NOTES & DETAILS
L3.10
11 OF 132. SHRUB PLANTING 3. SHRUB & GROUNDCOVER SPACING 1 2
EQUAL
EQUAL
X
1/2 X
LEGEND:

1. BACK OF CURB OR EDGE OF PAVING.

2. PLANT LOCATION.

NOTES:

ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING
(TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS.

LEGEND:

1. SEE THE PLANTING PLAN(S) FOR TREE SPECIES, CONTAINER SIZE, HEIGHT AND SPREAD DIMENSIONS AND COMMENTS ON FORM REQUIREMENTS. (HIGH

HEAD, STANDARD FORM IS ILLUSTRATED) REMOVE NURSERY STAKES FOLLOWING PLANTING AND INSTALLATION OF TRIPLE STAKIING.

2. 'CINCH-TIES' TWO PLACES EACH TREE. SEE THE PLAN AND MANUFACTURER'S SKETCH.

3. LOWER 'CINCH-TIE' SUPPORT MAY NOT BE REQUIRED, INSTALL AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, TO BE REVIEWED FOLLOWING PLANTING.

4. ROOTBALL. TOP OF ROOTBALL 2" ABOVE FINISH GRADE, DO NOT OVEREXCAVATE THE PLANT PIT.

5. TAMPED SOIL WATER BASIN RIM. INSTALL WATER BASIN FOR ALL TREES IMMEDIATELY FOLLOWING PLANTING. AT THE END OF THE MAINTENANCE PERIOD,

REMOVE THE SOIL BASIN RIM AND LEAVE THE MULCH IN PLACE FOR TREES IN LAWNS. WATER BASINS FOR TREES IN GROUNDCOVER AND SHRUB BEDS ARE TO REMAIN.

6. FINISH GRADE.

7. FERTILIZER TABLETS, SEE THE SPECIFICATIONS FOR COMPOSITION AND QUANTITY.

8. UNDISTURBED NATIVE SOIL.

9. EQUAL SPACE THREE EACH 2" DIAMETER 10 FT. LONG LODGEPOLE PINE TREE STAKES, DRIVEN 30" IN TO GRADE OUTSIDE OF ROOTBALL, SEE PLAN.

10. MULCH WATER BASIN WITH 2" DEEP 'RECYCLED WOOD PRODUCTS' LANDSCAPE MULCH OR EQUAL.

11. PLANTING PIT WITH BACKFILL MIX PER THE PLANTING NOTES AND THE SPECIFICATIONS.

NOTES:

STAKING FOR SPECIMEN (4" AND LARGER CALIPER) TREES WILL BE DONE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, TO BE REVIEWED FOLLOWING PLANTING.

UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL; DO NOT CRACK ROOT BALL.

DETAIL IS DRAWN FOR 24" BOX TREE INSTALLATIONS. 12 FT. LODGEPOLE TREE STAKES WILL BE REQUIRED FOR 36" AND 48" BOX TREES.

TREES ARE TO BE HELD IN PLACE WITH #153 'CINCH TIE' OR APPROVED EQUAL. TIE IS TO BE FASTENED AROUND TRUNK TO SECURE IT AND THREE #12 GALVANIZED WIRES FASTENED TO

THE THREE EYE TABS, DOUBLE WRAP WIRES AT STAKES, TWIST TIE AND SECURE WITH GALVANIZED NAILS.

TWICE ROOTBALL WIDTH

SQUARE PITS WITH SCARIFIED
VERTICAL SIDES AND BOTTOM.

DIRECTION OF PREVAILING
WIND, DETERMINE ON SITE.
1 2
3 4
PLAN

SECTION
5 6
3" 6"
7 8
11 10
9 9
4 11
55 SECTION LINE
SCALE: 3/4" = 1'-0"
LEGEND:

1. SEE THE PLANTING PLAN(S) FOR SHRUB SPECIES, CONTAINER SIZE, HEIGHT AND SPREAD DIMENSIONS AND COMMENTS ON FORM REQUIREMENTS.

2. ROOTBALL. TOP OF ROOTBALL 2" ABOVE FINISH GRADE, DO NOT OVEREXCAVATE THE PLANT PIT.

3. TAMPED SOIL WATER BASIN RIM. INSTALL WATER BASIN FOR ALL SPECIMEN SHRUBS IMMEDIATELY FOLLOWING PLANTING.

4. FINISH GRADE.

5. FERTILIZER TABLETS, SEE THE SPECIFICATIONS FOR COMPOSITION AND QUANTITY. DO NOT FERTILIZE NATIVE PLANTS UNLESS DIRECTED TO DO SO IN THE SOIL SUITABILITY TEST RECOMMENDATIONS.

6. UNDISTURBED NATIVE SOIL.

7. MULCH WATER BASIN WITH 2" DEEP 'RECYCLED WOOD PRODUCTS' LANDSCAPE MULCH OR EQUAL.

8. PLANTING PIT WITH BACKFILL MIX PER THE PLANTING NOTES AND THE SPECIFICATIONS.

NOTES:

UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL; DO NOT CRACK ROOT BALL.

SCALE: 3/4" = 1'-0"

SECTION
3"3"
72 TWICE ROOTBALL DIA.

SHOVEL CUT SQUARE PITS WITH

SCARIFIED VERTICAL SIDES AND
BOTTOM. AUGERED HOLES ARE
UNACCEPTABLE.
1 3 4
5 86
PLAN
SCALE: 1/2" = 1'-0"
1 3
2 8

1. TREE PLANTING

PLANTING NOTES

PLANTING NOTES

UNDER NO CIRCUMSTANCES WILL THERE BE ANY MATERIAL SUBSTITUTIONS EXCEPT WITH THE EXPRESS CONSENT OF THE LANDSCAPE ARCHITECT.

THE CONTRACTOR IS RESPONSIBLE FOR THE COSTS ASSOCIATED WITH PROCURING THE SERVICES OF A SOIL TESTING

LABORATORY TO PERFORM AN AGRICULTURAL SUITABILITY ANALYSIS FOR INFILTRATION RATES, BOTH NATIVE PLANTS AND TRADITIONAL PLANT MATERIALS. THEIR RECOMMENDATIONS ARE TO BE FOLLOWED FOR SOIL PREPARATION AND BACKFILL AMENDMENT AND PROCEDURES, AND FOR MAINTENANCE FERTILIZER APPLICATIONS. TWO RANDOM

SAMPLES SHALL BE TAKEN FROM EACH ON-SITE STOCKPILE OF NATIVE SOIL AND DELIVERED BY THE CONTRACTOR TO THE SOILS TESTING LABORATORY.

FOR BIDDING PURPOSES ONLY, THE CONTRACTOR IS TO ASSUME THE FOLLOWING AMENDMENT FOR SOIL PREPARATION, AND IS TO ASSUME UTILIZATION OF AMENDED SITE SOIL FOR PLANT PIT BACKFILL:

INCORPORATE INTO THE SOIL THE FOLLOWING MATERIALS, PER PROCEDURES DESCRIBED IN THE SPECIFICATIONS.

MATERIAL AMOUNTS PER 1000 SQUARE FEET:
3 CU. YD. NITROGEN FORTIFIED WOOD COMPOST
2 CU. YD. ORGANIC FERTILIZER
100 LBS. GYPSUM
30 LBS. COMMERCIAL FERTILIZER
FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL.

FOR EROSION CONTROL MEASURES DURING PLANT ESTABLISHMENT, INSTALL JUTE MESH NETTING ON SLOPES GREATER THAN 4:1 GRADIENT.

1. 2.

3. 4.

5. UNDER NO CIRCUMSTANCES WILL THERE BE ANY MATERIAL SUBSTITUTIONS EXCEPT WITH THE EXPRESS CONSENT OF THE LANDSCAPE ARCHITECT.

BACKFILL ALL PLANTERS WITH B.D. WHITE TOP SOIL COMPANY 'MIXTURE 76', A LIGHTWEIGHT BLENDED SOIL FOR ROOFTOP PLANTERS.

CONTACT: B.D. WHITE TOP SOIL CO., INC.
19205 SOUTH PRARIE AVENUE
TORRANCE, CA 90503
310.370.5511
A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS

EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED.

CLASS 1 RECYCLED BARK MULCH IS REQUIRED WITHIN PLANTER AREAS AT A DEPTH OF 3" FOR SHRUB PLANTERS WHERE PLANTING CONSISTS OF 1 GAL. OR LARGER PLANTS. SOIL SHALL NOT BE VISIBLE THROUGH MULCH. KEEP MULCH 3" CLEAR OF TREE TRUNKS AND PLANT STEMS. PRIOR TO ORDERING MULCH, CONTRACTOR IS TO SUBMIT A SAMPLE TO OWNER FOR APPROVAL.

6. 7.

8. 9.

EXHIBIT 3

STATEMENT OF COMPLIANCE

THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY OF GLENDALE, CA.

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.

THE LANDSCAPING AND IRRIGATION WILL BE INSPECTED AND CERTIFIED IN

WRITING, WITH A CERTIFICATE OF SUBSTANTIAL COMPLETION, BY THE PROJECT

LANDSCAPE ARCHITECT, RYAN DRNEK, THAT THE INSTALLATION SUBSTANTIALLY

CONFORMS TO THE APPROVED PLAN PRIOR TO A FINAL LANDSCAPE INSPECTION OR OCCUPANCY BEING REQUESTED.

I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE.

12.17.2024

SIGNATURE DATE
NORTHSCALE: 3/16” = 1’-0”
20'0' 10'5' 15’
12:36 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

WHITEHAVEN TERRACE

LIGHTING
PLAN
L4.00
12 OF 13

LIGHTING NOTES

1. ALL NEW PATHWAYS TO RECEIVE LOW VOLTAGE

PATH LIGHTING WITH SHIELDS ANGLED TOWARDS
PATH, TO BE LOW VOLTAGE AND INSTALLED 12"
FROM ANY HARDSCAPE.

2. ACCENT AND FOCAL TREES TO RECIEVE MINIMUM
ONE UPLIGHT, BUT MAXIMUM TWO. ANGLED

TOWARDS TREE TRUNK TO MINIMIZE LIGHT
POLLUTION.

3. ALL STEPS TO RECIEVE INTEGRATED LIGHTING.

4. ALL LIGHT SOURCES TO BE WARM-COLORED.

ALL LIGHTING TO BE COMPLIANT WITH CITY DARK SKY
REGULATIONS.

LIGHTING LEGEND

SYMBOL DESCRIPTION
‘FXL’ LED LANDSCAPE PATHLIGHT MODEL #FXL ‘M-PJ’

SYMBOL DESCRIPTION
'FXL' LED LANDSCAPE UPLIGHT MODEL #FXL-XA-70

SYMBOL DESCRIPTION
‘FXL’ LED WALL LIGHT MODEL #HS

SYMBOL DESCRIPTION

LED ROPE LIGHT
TO BE SELECTED / APPROVED BY THE OWNER.

SYMBOL DESCRIPTION
'FXL' LUXOR CONTROLLER
MODEL #LUX-300-SS

CONTRACTOR TO VERIFY POWER SOURCE AND

MOUNTING LOCATION WITH THE OWNER PRIOR TO
INSTALLATION.

INSTALL PER THE MANUFACTURER’S SPECIFICATIONS.

FIXTURE NOTES:

THE CONTRACTOR IS TO SUPPLY THE OWNER WITH

SAMPLE FIXTURES AND FINISHES FOR APPROVAL
PRIOR TO PURCHASE OR INSTALLATION.

L
L
EXHIBIT 3

WHITEHAVEN TERRACE
F
C
01 02
03 04050608 07
10 11
12 14
09 13
187 S.F.
174 S.F.
517 S.F.
491 S.F.
329 S.F.
421 S.F.
1,881 S.F.
161 S.F.
307 S.F.
347 S.F.
184 S.F.
90 S.F.
245 S.F.
350 S.F.

TOTAL LANDSCAPE AREA 5,672 S.F.

PLANT FACTOR HYDROZONE TYPE AREA

0.10 LOW SHRUBS DRIP 2,920 S.F

0.40 MODERATE SHRUBS DRIP 1,161 S.F.

0.80 HIGH TURF GRASS DRIP 1,170 S.F.

1.00 HIGH POOL & SPA N/A 421 S.F.

MAXIMUM APPLIED WATER ALLOWANCE = (ETO) (0.62) [0.55 X LA] MAWA = (43.7) (0.62) x [.55 x 5,672]+((1-0.55) x SLA)]
MAWA = (27.094) x (3,119.6)
MAWA = 84,522 GALLONS PER YEAR
ESTIMATED TOTAL WATER USE = (ETO x 0.62) [PF x HA)/IE + SLA] = (43.7 x 0.62) [PF x HA)/IE + SLA]

0.10 LOW USE SHRUBS
ETWU = (27.094)[2,920 x .10)/.81] = 9,767 GALLONS PER YEAR

0.40 MODERATE USE SHRUBS
ETWU = (27.094)[1,161 x .40)/.81] = 15,533 GALLONS PER YEAR

0.60 HIGH USE TURF
ETWU = (27.094)[1,170 x .80)/.81] = 31,308 GALLONS PER YEAR

1.00 WATER FEATURES
ETWU = (27.094)[421 x 1.00) = 11,406 GALLONS PER YEAR
ESTIMATED TOTAL WATER USE = 68,014 GALLONS PER YEAR

SUMMARY

THE SCOPE OF THIS PROJECT COMPLIES WITH THE STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) AS REQUIRED FOR NEW LANDSCAPING.

EXISTING SITE IRRIGATION AND PLANTINGS BEYOND THE SCOPE OF THIS PROJECT ARE TO REMAIN IN PLACE.

WATER BUDGET CALCULATIONS

STATEMENT OF COMPLIANCE

THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY OF GLENDALE, CA.

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.

THE LANDSCAPING AND IRRIGATION WILL BE INSPECTED AND CERTIFIED IN

WRITING, WITH A CERTIFICATE OF SUBSTANTIAL COMPLETION, BY THE PROJECT

LANDSCAPE ARCHITECT, RYAN DRNEK, THAT THE INSTALLATION SUBSTANTIALLY

CONFORMS TO THE APPROVED PLAN PRIOR TO A FINAL LANDSCAPE INSPECTION OR OCCUPANCY BEING REQUESTED.

I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE.

12.17.2024

SIGNATURE DATE
NORTHSCALE: 3/16” = 1’-0”
20'0' 10'5' 15’
12:37 PM 12/17/24

THIS DRAWING AND THE DESIGNS, ARRANGEMENTS,

DEPICTIONS, IDEAS AND OTHER INFORMATION

CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF

SODDER STUDIO AND SHALL REMAIN PROPERTY OF
SODDER STUDIO IN PERPETUITY. THIS DRAWING IS PART

OF THE CONTRACT DOCUMENTS FOR THE STATED
PROJECT AND SHALL BE USED ONLY AS SUCH. NO PART

THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED,

DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN

ANYWAY FOR ANY OTHER PURPOSE WITHOUT THE

ADVANCED EXPRESS WRITTEN CONSENT OF SODDER
STUDIO. VISUAL CONTACT WITH THE ABOVE DRAWINGS,

OR ANY PART THEREOF, SHALL CONSTITUE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

OWNER

SHEET TITLE
SHEET

SHEET LEGEND
L0.01 LANDSCAPE TITLE SHEET
L0.02 GENERAL NOTES
L1.00 CONSTRUCTION PLAN
L1.01 STAKING PLAN
L1.10 CONSTRUCTION DETAILS
L1.11 CONSTRUCTION DETAILS
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS
L2.11 IRRIGATION DETAILS
L3.00 PLANTING PLAN
L3.10 PLANTING NOTES & DETAILS
L4.00 LIGHTING PLAN
L5.00 WATER USE INFORMATION
THIRTEEN (13) SHEETS TOTAL
No. Description Date
1 75% C.D. SET 10.22.2024

REVISIONS
SHEET NO.

DATE

DRAWN BY

12.17.2024
RD

MAZMANIAN RESIDENCE
906 WHITEHAVEN TERRACE

GLENDALE, CALIFORNIA
LIC
E

NSED LA N D S C A P E ARCHITE
CT

STAT E O F C AL I F O R NI A
R
Y
A
N
J. DR N E K
No.
5170
Signature

11.30.25 Renewal Date

12.17.2024
Date

RYAN DRNEK, LANDSCAPE ARCHITECT
CALIFORNIA LIC. NO. 5170 EXP. 11/2025
[email protected]
landscape architecture + planning
Sodder
Studio
12405 Venice Blvd. #275
Los Angeles, Ca 90066
www.sodderstudio.com

LANDSCAPE DESIGN

BRYAN GARRENE, LANDSCAPE ARCHITECT
MR. MIKE MAZMANIAN
906 WHITEHAVEN TERRACE
GLENDALE, CA 91207
P. 818.434.3414
E. [email protected]
2 100% C.D. SUBMITTAL 12.17.2024

City of Rolling Hills Estates
Planning Department
4045 Palos Verdes Drive North, Rolling Hills Estates, CA 90274 (310) 377-1577

Water Efficient Landscape Worksheet

This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package.

Reference Evapotranspiration (ETo) ____________

ETAF Calculations

Regular Landscape Areas All Landscape Areas

Hydrozone #
/Planting
Descriptiona
Plant
Factor (PF)

Irrigation
Methodb

Irrigation
Efficiency
(IE)c
ETAF
(PF/IE)
Landscape
Area (sq, ft,)

ETAF x Area

Estimated Total
Water Use
(ETWU)e
Regular Landscape Areas

Totals (A) (B)
Special Landscape Areas
1 1
1 Totals (C) (D)
ETWU Total
Maximum Allowed Water Allowance (MAWA)e
Total ETAF x Area (B)
Total Area (A)
Average ETAF B ÷ A
Total ETAF x Area (B+D)
Total Area (A+C)
Sitewide ETAF (B+D) ÷ (A+C)
aHydrozone #/Planting Description
E.g

1.) front lawn

2.) low water use plantings

3.) medium water use planting

bIrrigation Method cIrrigation Efficiency
overhead spray 0.75 for spray head
or drip 0.81 for drip

dETWU (Annual Gallons Required) =
Eto x 0.62 x ETAF x Area
where 0.62 is a conversion
factor that converts acre-
inches per acre per year to
gallons per square foot per
year.

Average ETAF for Regular Landscape Areas must
be 0.55 or below for residential areas, and 0.45 or
below for non-residential areas.
eMAWA (Annual Gallons Allowed) = (Eto) ( 0.62) [ (ETAF x LA) + ((1-ETAF) x SLA)]
where 0.62 is a conversion factor that converts acre-
inches per acre per year to gallons per square foot per year, LA is the total landscape area in square feet, SLA is the total special landscape area in square feet,
and ETAF is .55 for residential areas and 0.45 for non- residential areas.

LOW 0.10

MODERATE
HIGH
DRIP
DRIP
DRIP

0.81 0.81

0.81 0.40

0.80 WATER FEATURES 1.00 421
1,1700.987 1,154.79
421N/A N/A
2,920
1,161

42.6 0.123

0.493
359.16
572.373
9,767
15,533
31,308
11,406
68,014
84,522
1,575.79
1,575.795,762
5,762

0.273
1,575.79
5,762

0.273

SYMBOL HYDROZONE WATER USE TYPE AREA
LOW 0.10 DRIP 2,920 S.F.

SHRUBS
MODERATE 0.40 DRIP 1,161 S.F.

SHRUBS
HIGH 0.80 DRIP 1,170 S.F.

TURF
HIGH 1.00 N/A 421 S.F.

WATER FEATURES
TOTAL AREA 5,672 S.F.

HYDROZONE SUMMARY

WATER USE
PLAN
L5.00
13 OF 13
EXHIBIT 3
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